非饱和土与特殊土力学及工程应用研究的新进展
|
摘要
对非饱和土与特殊土力学及其工程应用的近期进展做了全面系统的总结,内容包括仪器研发、基本特性、理论模型和工程应用。对非饱和土的应力理论和本构模型及缓冲材料的热力学特性等前沿科学问题做了重点阐述。在非饱和土的基本问题研究进展方面,详细讨论了持水特性、水气运移特性、结构演化、强度特性、应力理论、本构模型和数值分析;在特殊土研究进展方面,涉及16类土,主要介绍了我国广泛分布的黄土和膨胀土及用于高放废物地质处置库的缓冲材料,对其土压力、增湿变形、蠕变特性、浸水试验、边坡、动力特性和地质灾害等有关问题作了详细讨论;在非饱和土与特殊土力学的应用方面,介绍了两方面的进展:理论成果的工程应用和实用技术的研发;文末对今后的研究工作提出了若干建议。
New development of mechanics and application for unsaturated soils and special soils are systematically summarized. The contents of the paper consist of developing equipment, basic property, theoretical model and application in engineering. Attention is paid to the advancing front scientific problems, such as stress theory and constitutive model of unsaturated soils, as well as the thermodynamical characteristics of buffer material. In the progress of basic property of unsaturated soils and special soils, the moisture retention, water and air migration, structural fabric evolution, strength, stress theory, constitutive model and numerical analysis are discussed in the paper in detail. Regarding research advance of special soils, 16 kinds of soils are discussed, and the loess and expansive soil widely distributed in China, as well as buffer material for geological disposal repository of high-level radioactive waste are emphatically introduced. The relative problems such as earth pressure, humidifying deformation, creep properties,immersion test, slope, dynamic property and geologic hazard are also discussed in detail. In addition, practical application of theoretical results and functional technology are introduced. Finally, some proposals for further research are presented.
New development of mechanics and application for unsaturated soils and special soils are systematically summarized. The contents of the paper consist of developing equipment, basic property, theoretical model and application in engineering. Attention is paid to the advancing front scientific problems, such as stress theory and constitutive model of unsaturated soils, as well as the thermodynamical characteristics of buffer material. In the progress of basic property of unsaturated soils and special soils, the moisture retention, water and air migration, structural fabric evolution, strength, stress theory, constitutive model and numerical analysis are discussed in the paper in detail. Regarding research advance of special soils, 16 kinds of soils are discussed, and the loess and expansive soil widely distributed in China, as well as buffer material for geological disposal repository of high-level radioactive waste are emphatically introduced. The relative problems such as earth pressure, humidifying deformation, creep properties,immersion test, slope, dynamic property and geologic hazard are also discussed in detail. In addition, practical application of theoretical results and functional technology are introduced. Finally, some proposals for further research are presented.
引文
[1]邢义川.黄土力学性质研究的发展和展望[J].水力发电学报,2000(4):54-65.XING Yi-chuan.Development and prospect of research on mechanical properties of loess[J].Journal of Hydroelectric Engineering,2000(4):54-65.
[2]谢定义.试论我国黄土力学研究中的若干新趋向[J].岩土工程学报,2001,23(1):3-13.XIE Ding-yi.Exploration of some new tendencies in research of loess soil mechanics[J].Chinese Journal of Geotechnical Engineering,2001,23(1):3-13.
[3]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004,26(1):1-15.BAO Cheng-gang.Behavior of unsaturated soil and stability of expansive soil slope[J].Chinese Journal of Geotechnical Engineering,2004,26(1):1-15.
[4]殷宗泽,周建,赵仲辉,等.非饱和土本构关系及变形计算[J].岩土工程学报,2006,28(2):137-146.YIN Zong-ze,ZHOU Jian,CHIU C F,et al.Constitutive relations and deformation calculation for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2006,28(2):137-146.
[5]谭罗荣,孔令伟.特殊岩土工程土质学[M].北京:科学出版社,2006.TANG Luo-rong,KONG Ling-wei.Soil science of special geotechnical engineering[M].Beijing:Science Press,2006.
[6]陈正汉,孙树国,方祥位,等.非饱和土与特殊土测试技术新进展(发展水平报告)[J].岩土工程学报,2006,28(2):147-169.CHEN Zheng-han,SUN Shu-guo,FANG Xiang-wei,et al.Recent advances of the measuring technology for unsaturated soils and special soils[J].Chinese Journal of Geotechnical Engineering,2006,28(2):147-169.
[7]陈正汉.非饱和土与特殊土的工程特性和力学理论及其应用研究[C]//中国土木工程学会第十届土力学及岩土工程学术会议论文集.重庆:重庆大学出版社,2007:172-194.CHEN Zheng-han.Research on engineering properties and mechanics theory of unsaturated soil and special soil and its application[C]//Proceedings of the 10th Conference of Soil Mechanics and Geotechnical Engineering of China Civil Engineering Society.Chongqing:Chongqing University Press,2007:172-194.
[8]孔令伟,陈正汉.特殊土与边坡技术发展综述[J].土木工程学报,2012,45(5):141-161.KONG Ling-wei,CHEN Zheng-han.Advancement in the techniques for special soils and slopes[J].China Civil Engineering Journal,2012,45(5):141-161.
[9]陈正汉,秦冰.非饱和土的应力状态变量研究[J].岩土力学,2012,33(1):1-11.CHEN Zheng-han,QIN Bin.On stress state variables of unsaturated soils[J].Rock and Soil Mechanics,2012,33(1):1-11.
[10]赵成刚,李舰,刘艳,等.非饱和土力学中几个基本问题的探讨[J].岩土力学,2013,34(7):1825-1831.ZHAO Cheng-gang,LI Jian,LIU Yan,et al.Discussion on some fundamental problems in unsaturated soil mechanics[J].Rock and Soil Mechanics,2013,34(7):1825-1831.
[11]陈正汉.非饱和土与特殊土力学的基本理论研究[J].岩土工程学报,2014,36(2):201-272.CHEN Zheng-han.On basic theories of unsaturated soils and special soils[J].Chinese Journal of Geotechnical Engineering,2014,36(2):201-272.
[12]孙树国,陈正汉,朱元青,等.压力板仪配套及SWCC试验的若干问题探讨[J].后勤工程学院学报,2006,22(4):1-5.SUN Shu-guo,CHEN Zheng-han,ZHU Yuan-qing,et al.Matched on ceremic plate extractor and discussed on some problems of SWCC test[J].Journal of Logistic Engineering University,2006,22(4):1-5.
[13]李顺群,贾红晶,王杏杏,等.轴平移技术在基质吸力测控中的局限性和误差分析[J].岩土力学,2016,37(11):3089-3095.LI Shun-qun,JIA Hong-jing,WANG Xing-xing,et al.Limitation and error analysis of axis translation technique for measuring and controlling matric suction[J].Rock and Soil Mechanics,2016,37(11):3089-3095.
[14]WANG MIN,KONG LINGWEI,ZANG MENG.Effects of sample dimensions and shapes on measuring soil-water characteristic curves using pressure plate[J].Journal of Rock Mechanics and Geotechnical Engineering,2015,7(4):463-468.
[15]TOLL D G,ASQUITH J D,FRASER A,et al.Tensiometer techniques for determining soil water retention curves[C]//Asia-Pacific Conference on Unsaturated Soil.London:Taylor&Francis,2015:15-22.
[16]周葆春,孔令伟.考虑体积变化的非饱和膨胀土土水特征[J].水利学报,2011,42(10):1152-1160.ZHOU Bao-chun,KONG Ling-wei.Soil water characteristics of unsaturated expansive soil considering volume change[J].Journal of Hydraulic Engineering,2011,42(10):1152-1160.
[17]周葆春,孔令伟,梁维云,等.压缩过程中非饱和膨胀土体变特征与持水特性的水力耦合效应[J].岩土工程学报,2015,37(4):629-640.ZHOU Bao-chun,KONG Ling-wei,LIANG Wei-yun,et al.Hydro-mechanical coupling effects on volume change and water retention behaviour of unsaturated expansive soils during compression[J].Chinese Journal of Geotechnical Engineering,2015,37(4):629-640.
[18]邹维列,张俊峰,王协群.脱湿路径下重塑膨胀土的体变修正与土水特征[J].岩土工程学报,2012,34(12):2213-2219.ZOU Wei-lie,ZHANG Jun-feng,WANG Xie-qun.Volume change correction and soil-water characteristics of remodeling expansive soil under dehydration path[J].Chinese Journal of Geotechnical Engineering,2012,34(12):2213-2219.
[19]谢云.非饱和膨胀土的热力学特性及膨胀土边坡渗流稳定分析[D].重庆:后勤工程学院,2005.XIE Yun.Thermodynamic properties and slope seepage-stability analysis of unsaturated expansive soil[D].Chongqing:Logistic Engineering University,2008.
[20]谈云志,胡新江,喻波,等.粉土持水性能的温度效应研究[J].岩土力学,2014,35(增刊1):121-127.TAN Yun-zhi,HU Xin-jiang,YU Bo,et al.The water holding capacity of silt under temperature effect[J].Rock and Soil Mechanics,2014,35(Supp.1):121-127.
[21]SHAN X P,LIAO H J,NING C M.Study on soil-water characteristic curve of unsaturated loess,new advances in geotechnical engineering[C]//The 5th Sino-Japan Geotechnical Symposium,May 11-12,2013.Chengdu:[s.n.],2013:294-297.
[22]HAO D R,LIAO H J,NING C M,et al.The microstructure and soil-water characteristic of unsaturated loess[C]//Unsaturated Soil Mechanics-from Theory to Practice.London:CRC Press,2015:163-167.
[23]章峻豪,陈正汉.南水北调中线工程安阳段渠坡换填土广义土-水特征曲线的试验研究[J].岩石力学与工程学报,2013,32(增刊2):3987-3994.ZHANG Jun-hao,CHEN Zheng-han.Test research on generalized SWCC for the backfill soil of the canal slope in Anyang district of South-to-North Water Diversion Project[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):3987-3994.
[24]谈云志,胡新江,喻波,等.固结作用下粉土的持水性能与细观机制研究[J].岩土力学,2013,34(11):3077-3084.TAN Yun-zhi,HU Xin-jiang,YU Bo,et al.Water retention properties and mesomechanism of silt under consolidation effect[J].Rock and Soil Mechanics,2013,34(11):3077-3084.
[25]苗强强,张磊,陈正汉.非饱和含黏砂土的广义土水特征曲线试验研究[J].岩土力学,2010,31(1):102-106.MIAO Qiang-qiang,ZHANG Lei,CHEN Zheng-han.Experimental study of generalized SWCC of unsaturated sand and containing clay[J].Rock and Soil Mechanics,2010,31(1):102-106.
[26]高登辉,陈正汉,邢义川,等.净平均应力对非饱和重塑黄土渗水系数的影响[J].岩土工程学报,2018,40(增刊1):51-56.GAO Deng-hui,CHEN Zheng-han,XING Yi-chuan,et al.Influence of net mean stress on permeability coefficient of unsaturated remolded loesss[J].Chinese Journal of Geotechnical Engineering,2018,40(Supp.1):51-56.
[27]MASIN D.Predicting the dependency of a degree of saturation on void ratio and suction using effective stressprinciple for unsaturated soils[J].International Journal of Numerical and Analytical Methods Geomechanics,2010,34:73-90.
[28]UCHAIPICHAT A.Influence of hydraulic hysteresis on effective stress in unsaturated clay[J].International Journal of Earth&Environmental Sciences,2010,(1):20-24.
[29]SUN D A,SHENG D C,XU Y F.Collapse behaviour of unsaturated compacted soil with different initial densities[J].Canadian Geotechnical Journal,2007,44(6):673-686.
[30]陈存礼,褚峰,李雷雷,等.侧限压缩条件下非饱和原状黄土的土水特征[J].岩石力学与工程学报,2011,30(3):610-615.CHEN Cun-li,CHU Feng,LI Lei-lei,et al.Soil-water characteristics of unsaturated undisturbed loess under confined compression condition[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(3):610-615.
[31]张登飞,陈存礼,李文文,等.Q3原状非饱和黄土的水量变化和临界状态特性[J].岩土工程学报,2015,37(增刊1):197-201.ZHANG Deng-fei,CHEN Cun-li,LI Wen-wen,et al.Characteristics of critical state and water volume change for Q3 unsaturated intact loess[J].Chinese Journal of Geotechnical Engineering,2015,37(Supp.1):197-201.
[32]张登飞,陈存礼,杨炯,等.侧限条件下增湿时湿陷性黄土的变形及持水特性[J].岩石力学与工程学报,2016,35(3):604-612.ZHANG Deng-fei,CHEN Cun-li,YANG Jiong,et al.Deformation and water retention behaviour of collapsible loess during wetting under lateral confinement[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(3):604-612.
[33]张昭,刘奉银,赵旭光,等.考虑应力引起孔隙比变化的土水特征曲线模型[J].水利学报,2013,44(5):578-585.ZHANG Zhao,LIU Feng-yin,ZHAO Xu-guang,et al.Soil water characteristic curve model considering the variation of pore ratio caused by stress[J].Journal of Hydraulic Engineering,2013,44(5):578-585.
[34]张登飞.增湿时原状黄土的水力-力学特性及水气渗透规律研究[D].西安:西安理工大学,2017.ZHANG Deng-fei.Study on hydraulic mechanical characteristics and water vapor permeability of undisturbed loess during humidification[D].Xi’an:Xi’an University of Technology,2017.
[35]LI X S.Modeling of hysteresis response for arbitrary wetting/drying paths[J].Computers and Geotechnics,2005,32(2):133-137.
[36]WEI C F,DEWOOLKAR M M.Formulation of capillary hysteresis with internal state variables[J].Water Resources Research,2006,42(7):1-16.
[37]CHEN P,WEI C F,MA T T.Analytical model of soil-water characteristics considering the effect of air entrapment[J].International Journal of Geomechanics,2015,15(6):04014102.
[38]刘奉银,张昭,周冬,等.密度和干湿循环对黄土土-水特征曲线的影响[J].岩土力学,2011,32(增刊2):132-136.LIU Feng-yin,ZHANG Zhao,ZHOU Dong,et al.Effects of initial density and drying-wetting cycle on soil water characteristic curve of unsaturated loess[J].Rock and Soil Mechanics,2011,32(Supp.2):132-136.
[39]周葆春,张彦钧,汤致松,等.荆门压实弱膨胀土孔隙比-含水率-吸力特征的滞廻效应[J].水利学报,2013,44(2):164-172.ZHOU Bao-chun,ZHANG Yan-jun,TANG Zhi-song,et al.Hysteretic effect of void ratio moisture content suction characteristics of compacted weak expansive soil in Jingmen[J].Journal of Hydraulic Engineering,2013,44(2):164-172.
[40]苗强强,陈正汉,张磊,等.非饱和黏土质砂的渗气规律试验研究[J].岩土力学,2010,31(12):3746-3750.MIAO Qiang-qiang,CHEN Zheng-han,ZHANG Lei,et al.Experimental study of gas permeability of unsaturated clayey sand[J].Rock and Soil Mechanics,2010,31(12):3746-3750.
[41]姚志华,陈正汉,黄雪峰,等.非饱和Q3黄土渗气特性试验研究[J].岩石力学与工程学报,2012,31(6):1264-1273.YAO Zhi-hua,CHEN Zheng-han,HUANG Xue-feng,et al.Experimental research on gas permeability of unsaturated Q3 loess[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1264-1273.
[42]陈存礼,张登飞,张洁,等.等向应力条件下原状Q3黄土的渗气特性研究[J].岩土工程学报,2017,39(2):287-294.CHEN Cun-li,ZHANG Deng-fei,ZHANG Jie,et al.Gas permeability of intact Q3 loess under isotropic stresses[J].Chinese Journal of Geotechnical Engineering,2017,39(2):287-294.
[43]刘奉银,张昭,周冬.湿度和密度双变化条件下的非饱和黄土渗透函数[J].水利学报.2010,41(9):1054-1060.LIU Feng-yin,ZHANG Zhao,ZHOU Dong,et al.Unsaturated loess permeability function under double variation of humidity and density[J].Journal of Hydraulic Engineering,2010,41(9):1054-1060.
[44]张昭,刘奉银,张国平.土在全含水率范围内持水及非饱和渗透特性的模型描述[J].岩土工程学报,2014,36(11):2069-2077.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping.Models for water retention and unsaturated permeability in full range of water content[J].Chinese Journal of Geotechnical Engineering,2014,36(11):2069-2077.
[45]张昭,刘奉银,李荣建,等.基于持水曲线预测非饱和土相对渗气系数的新方法[J].岩土工程学报,2016,38(增刊2):280-285.ZHANG Zhao,LIU Feng-yin,LI Rong-jian,et al.New approach to predict relative air permeability based on water retention curve for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2016,38(Supp.2):280-285.
[46]邵龙潭,祝艳凤,郭晓霞,等.岩土力学和工程试验测试设备研发进展报告[J].冰川冻土,2011,33(4):953-957.SHAO Long-tan,ZHU Yan-feng,GUO Xiao-xia,et al.Progress in research and development of geotechnical and engineering test equipment[J].Journal of Glaciology and Geocryology,2011,33(4):953-957.
[47]苗强强.非饱和含黏砂土的水气分运移规律和力学特性研究[D].重庆:后勤工程学院,2011.MIAO Qiang-qiang.Moisture migration regularity and mechanical properties of unsaturated clayey sand[D].Chongqing:Logistic Engineering University,2011.
[48]姚志华,陈正汉,黄雪峰,等.非饱和原状和重塑Q3黄土渗水特性研究[J].岩土工程学报,2012,34(6):1020-1027.YAO Zhi-hua,CHEN Zheng-han,HUANG Xue-feng,et al.Hydraulic conductivity of unsaturated undisturbed andremolded Q3 loess[J].Chinese Journal of Geotechnical Engineering,2012,34(6):1020-1027.
[49]张龙,陈正汉,孙树国,等.非饱和重塑Q2和Q3黄土的渗水特性研究[J].水利与建筑工程学报,2016,14(2):1-5.ZHANG Long,CHEN Zheng-han,SUN Shu-guo,et al.Permeability of unsaturated remolded Q2 and Q3 loess[J].Journal of Water Resources and Architectural Engineering,2016,14(2):1-5.
[50]伊盼盼,韦昌富,魏厚振,等.两种快速测定非饱和土水力学参数方法的对比分析[J].岩土力学,2012,33(7):2007-2012.YI Pan-pan,WEI Chang-fu,WEI Hou-zhen,et al.Comparison between two methods for quickly determining hydraulic parameters of unsaturated soils[J].Rock and Soil Mechanics,2012,33(7):2007-2012.
[51]李旭,范一锴,黄新.快速测量非饱和土渗透系数的湿润锋前进法适用性研究[J].岩土力学,2015,35(5):1489-1494.LI Xu,FAN Yi-kai,HUANG Xin.Applicability of wetting front advancing method for measuring hydraulic conductivities of unsaturated soil[J].Rock and Soil Mechanics,2015,35(5):1489-1494.
[52]张登飞,陈存礼,张洁,等.等向应力条件下非饱和原状黄土增湿渗水特性试验研究[J].岩土工程学报,2018,40(3):431-440.ZHANG Deng-fei,CHEN Cun-li,ZHANG Jie,et al.Experimental study on wetting water permeability of unsaturated intact loess under isotropic stress[J].Chinese Journal of Geotechnical Engineering,2018,40(3):431-440.
[53]党发宁,刘云贺,陈军强,等.浑水渗流理论及其工程应用[J].中国科学(E辑:技术科学),2006,36(9):1029-1036.DANG Fa-ning,LIU Yun-he,CHEN Jun-qiang,et al.The theory of muddy water seepage and its engineering application[J].Science in China(Series E:Technological Sciences),2006,36(9):1029-1036.
[54]许尚杰,党发宁,程素珍.浑水渗流理论及平原水库防渗技术研究[J].岩土力学,2011,32(7):2093-2098.XU Shang-jie,DANG Fa-ning,CHENG Su-zhen.Research of muddy water seepage theory and anti-seepage technique for plain reservoirs[J].Rock and Soil Mechanics,2011,32(7):2093-2098.
[55]党发宁,刘海伟,王学武,等.基于有效孔隙比的黏性土渗透系数经验公式研究[J].岩石力学与工程学报,2015,34(9):1909-1917.DANG Fa-ning,LIU Hai-wei,WANG Xue-wu,et al.Experimental formulas of permeability of clay based on effective pore ratio[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1909-1917.
[56]马富丽,白晓红,王梅,等.考虑非饱和特性的黄土湿陷性与微观结构分析[J].防灾减灾工程学报,2012,32(5):636-642.MA Fu-li,BAI Xiao-hong,WANG Mei,et al.Analysis of collapsibility and microstructure of loess considering unsaturated characteristics[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(5):636-642.
[57]方祥位.Q2黄土的微细观结构及力学特性研究[D].重庆:后勤工程学院,2008.FANG Xiang-wei.Micro-meso structure and mechanical properties of Q2 loess[D].Chongqing:Logistic Engineering University,2008.
[58]谢定义,齐吉琳.土的结构性及其定量化参数研究的新途径[J].岩土工程学报,1999,21(6):651-656.XIE Ding-yi,QI Ji-lin.Soil structure characteristics and new approach in research on its quantitative parameter[J].Chinese Journal of Geotechnical Engineering,1999,21(6):651-656.
[59]邵生俊,王丽琴,陶虎,等.黄土的构度及其与粒度、密度、湿度之间的关系[J].岩土工程学报,2014,36(8):1387-1393.SHAO Sheng-jun,WANG Li-qin,TAO Hu,et al.Structural index of loess and its relation with granularity,density and humidity[J].Chinese Journal of Geotechnical Engineering,2014,36(8):1387-1393.
[60]郭靖,骆亚生,郭鸿,等.不同地区黄土的结构性试验研究[J].水土保持通报,2010,30(1):89-92.GUO Jing,LUO Ya-sheng,GUO Hong,et al.Experimental study on structural characteristics of loess in different regions[J].Bulletin of Soil and Water Conservation,2010,30(1):89-92.
[61]王志杰,骆亚生,杨永俊.不同地区非饱和黄土动力结构性研究[J].岩土力学,2010,31(8):2459-2464.WANG Zhi-jie,LUO Ya-sheng,YANG Yong-jun.Study of dynamic structural characteristics of unsaturated loesses in different regions[J].Rock and Soil Mechanics,2010,31(8):2459-2464.
[62]陈茜,骆亚生,程大伟,等.侧限压缩条件下土体结构性参数的单变量模型[J].岩土力学,2013,34(5):1253-1258.CHEN Xi,LUO Ya-sheng,CHENG Da-wei,et al.Single variable model of soil structural parameters under confined compression condition[J].Rock and Soil Mechanics,2013,34(5):1253-1258.
[63]程大伟,骆亚生,陈茜,等.含水率对结构性参数影响的单变量模型[J].中南大学学报(自然科学版),2014,45(6):2047-2053.CHENG Da-wei,LUO Ya-sheng,CHEN Xi,et al.Single variable model of water contents on structural parameter impact[J].Journal of Central South University(Science and Technology),2014,45(6):2047-2053.
[64]李荣建,郑文,刘军定,等.考虑初始结构性参数的结构性黄土边坡稳定性评价[J].岩土力学,2014,35(1):143-150.LI Rong-jian,ZHENG Wen,LIU Jun-ding,et al.Evaluation of stability of structural loess slope initial structural parameters[J].Rock and Soil Mechanics,2014,35(1):143-150.
[65]陈正汉,方祥位,朱元青,等.膨胀土和黄土的细观结构及其演化规律研[J].岩土力学,2009,30(1):1-11.CHEN Zheng-han,FANG Xiang-wei,ZHU Yuan-qing,et al.Research on meso-structures and their evolution laws of expansive soil and loess[J].Rock and Soil Mechanics,2009,30(1):1-11.
[66]朱国平.膨胀土和红黏土在受荷的湿干循环过程中细观结构演化研究[D].桂林:桂林理工大学,2016.ZHU Guo-ping.Meso-structural evolution of expansive soil and red clay during wetting and drying cycles under loading condition[D].Guilin:Guilin University of Technology,2016.
[67]朱国平,陈正汉,韦昌富,等.南阳膨胀土在受荷的湿干循环过程中细观结构演化规律研究[J].CT理论与应用研究,2017,26(4):411-424.ZHU Guo-ping,CHEN Zheng-han,WEI Chang-fu,et al.Meso-structural evolution of expansive soil in Nanyang during wetting-drying cycles under loading condition[J].CT Theory&Applications,2017,26(4):411-424.
[68]朱国平,陈正汉,韦昌富,等.浅层红黏土的细观结构演化规律研究[J].水利与建筑工程学报,2016,14(4):42-49.ZHU Guo-ping,CHEN Zheng-han,WEI Chang-fu,et al.Microstructure evolution of red clay during wet-dry cycles[J].Journal of Water Resources and Architectural Engineering,2016,14(4):42-49.
[69]庞旭卿,胡再强,李宏儒,等.黄土剪切损伤演化及其力学特性的CT-三轴试验研究[J].水利学报,2016,47(2):180-188.PANG Xu-qing,HU Zai-qian,LI Hong-ru,et al.Structure damage evolution and mechanical properties of loess by CT-triaxial test[J].Journal of Hydraulic Engineering,2016,47(2):180-188.
[70]MANAHILOH K N,CHRISTOPHER L M.Determining the soil water characteristic curve and interfacial contact angle from microstructural analysis of X-Ray CTimages[J].Journal of Geoechnical and Geoenvironmental Engineering,2017,143(8):04017034.
[71]李科,施斌,唐朝生,等.黏性土体干缩变形分布式光纤监测试验研究[J].岩土力学,2010,31(6):1781-1785.LI Ke,SHI Bin,TANG Chao-sheng,et al.Feasibility research on soil deformation monitoring with distributed optical fiber sensing technique[J].Rock and Soil Mechanics,2010,31(6):1781-1785.
[72]唐朝生,施斌,刘春,等.膨胀土收缩开裂特性研究[J].工程地质学报,2012,20(5):663-673.TANG Chao-sheng,SHI Bin,LIU Chun,et al.Study on desiccation cracking behaviour of expansive soil[J].Journal of Engineering Geology,2012,20(5):663-673.
[73]胡东旭,李贤,周超云,等.膨胀土干湿循环胀缩裂隙的定量分析[J].岩土力学,2018,39(增刊1):318-324.HU Dong-xu,LI Xian,ZHOU Chao-yun,et al.Quantitative analysis of swelling and shrinkage cracks in expansive soil[J].Rock and Soil Mechanics,2018,39(Supp.1):318-324.
[74]邵龙潭,刘潇,郭晓霞,等.土工三轴试验试样全表面变形测量的实现[J].岩土工程学报,2012,32(3):409-415.SHAO Long-tan,LIU Xiao,GUO Xiao-xia,et al.Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J].Chinese Journal of Geotechnical Engineering,2012,32(3):409-415.
[75]邢义川.黄土的弹塑性模型及边坡稳定的有限元分析[D].西安:陕西机械学院,1988.XING Yi-chuan.Elastic plasticity model of loess and analysis of slope stability by FEM[D].Xi’an:Shaanxi Mechanical Insititute,1988.
[76]骆亚生.非饱和黄土在动、静复杂应力条件下的结构变化特性及结构性本构关系研究[D].西安:西安理工大学,2003.LUO Ya-sheng.Variation characteristics of soil structure and structural constitutive relation of unsaturated loess under static and dynamic complex stress conditions[D].Xi’an:Xi’an University of Technology,2003.
[77]邵生俊,罗爱忠,邓国华,等.一种新型真三轴仪的研制与开发[J].岩土工程学报,2009,31(8):1172-1179.SHAO Sheng-jun,LUO Ai-zhong,DENG Guo-hua,et al.Development of a new true triaxial apparatus[J].Chinese Journal of Geotechnical Engineering,2009,31(8):1172-1179.
[78]冯怀平.基于范德堡法的非饱和土电阻率测试方法[J].岩土工程学报,2017,39(4):690-696.FENG Huai-ping.Measurement of resistivity of unsaturated soils using van der Pauw method[J].Chinese Journal of Geotechnical Engineering,2017,39(4):690-696.
[79]李剑,王勇,孔令伟,等.一种新型非饱和土温控三轴试验系统的研制与初步应用[J].岩土工程学报,2018,40(3):468-474.LI Jian,WANG Youg,KONG Ling-wei,et al.Development and preliminary application of a new temperature-controlled triaxial test system for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2018,40(3):468-474.
[80]谢云,陈正汉,李刚.温度对非饱和膨胀土抗剪强度和变形特性的影响[J].岩土工程学报,2005,27(9):1082-1085.XIE Yun,CHEN Zheng-Han,LI Gang.Research of thermal effects on shear strength and deformation characteristics of unsaturated bentonite soils[J].Chinese Journal of Geotechnical Engineering,2005,27(9):1082-1085.
[81]谈云志,吴翩,付伟,等.改良粉土强度的冻融循环效应与微观机制[J].岩土力学,2013,34(10):2827-2834.TAN Yun-zhi,WU Pian,FU Wei,et al.Strength and micromechanism of improved silt under freeze-thaw cycle effect[J].Rock and Soil Mechanics,2013,34(10):2827-2834.
[82]中国科学院土木建筑研究所土力学研究室.黄土基本性质的研究[M].北京:科学出版社,1961.Soil Mechanics Research Laboratory of Civil-building Institute of Chinese Academy of Sciences.Research on the basic properties of loess[M].Beijing:Scientific Publishing Press,1961.
[83]穆斯塔伐耶夫.湿陷性黄土地基和基础的计算[M].张中兴,译.北京:水利电力出版社,1984.Myctafaev.Calculations of collapsible loess foundation and basis[M].Translated by ZHANG Zhong-xing.Beijing:Water Conservancy and Electric Power Press,1984.
[84]刘祖典.黄土力学与工程[M].西安:陕西科学技术出版社,1997.LIU Zu-dian.Mechanics ang engineering of loess[M].Xi’an:Shaanxi Science and Technology Press,1997.
[85]邢义川,骆亚生,李振.黄土的断裂破坏强度[J].水力发电学报,1999,(4):36-43.XING Yi-chuan,LUO Ya-sheng,LI Zheng.The rupture failure strength of loess[J].Journal of Hydroelectric Engineering,1999,(4):36-43.
[86]YIN P H,VANAPALLI S K.Model for predicting tensile strength of unsaturated cohesionless soils[J].Canadian Geotechnical Journal,2018,55(9):1313-1333.
[87]郭楠,陈正汉,高登辉,等.加卸载条件下吸力对黄土变形特性影响的试验研究[J].岩土工程学报,2017,36(4):735-742.GUO Nan,CHEN Zheng-han,GAO Deng-hui,et al.Experimental research on influences of suction on deformation characteristics of loess under unloading-reloading conditions[J].Chinese Journal of Geotechnical Engineering,2017,39(4):735-742.
[88]张磊.非饱和路基填土(含黏砂土)力学特性的试验研究[D].重庆:后勤工程学院,2010.ZHANG Lei.Test research on the mechanical properties of unsaturated fill of embankment(clayey sand)[D].Chongqing:Logistic Engineering University,2010.
[89]王林浩,白晓红,冯俊琴.压实黄土状填土抗剪强度指标的影响因素探讨[J].岩土工程学报,2010,32(增刊2):132-135.WANG Lin-hao,BAI Xiao-hong,FENG Jun-qin.Discussion on shearing strength influencing factors of compacted loess-like backfill[J].Chinese Journal of Geotechnical Engineering,2010,32(Supp.2):132-135.
[90]高登辉,郭楠,朱彦鹏,等.干密度和基质吸力对重塑非饱和黄土变形与强度特性的影响[J].岩石力学与工程学报,2017,36(3):736-744.GAO Deng-hui,GUO Nan,ZHU Yan-peng,et al.The influence of dry density and matric suction on the deformation and the strength character of a remolded unsaturated loess soils[J].Chinese Journal of Rock Mechanics and Engineering,2017,36(3):736-744.
[91]杨晶.黄土状压实填土压缩和强度特性研究[D].太原:太原理工大学,2014.YANG Jing.Study on compression and strength properties of comypacted loess-like backfill[D].Taiyuan:Journal of Taiyuan University of Technolog,2014.
[92]胡再强,刘兰兰,李宏儒,等.非饱和黄土等效吸力的研究[J].岩石力学与工程学报,2010,29(9):1901-1906.HU Zai-qiang,LIU Lan-lan,LI Hong-ru,et al.Study of equivalent suction of unsaturated loess[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(9):1901-1906.
[93]胡再强,张豫川,张千一,等.非饱和结构性黄土吸附强度的试验研究[J].岩石力学与工程学报,2011,30(10):2137-2142.HU Zai-qiang,ZHANG Yu-chuan,ZHANG Qian-yi,et al.Research on suction strength of unsaturated structural loess[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2137-2142.
[94]李荣建,刘军定,郑文,等.基于结构性黄土抗拉和抗剪特性的双线性强度及其应用[J].岩土工程学报,2013,35(增刊2):247-252.LI Rong-jian,LIU Jun-ding,ZHENG Wen,et al.Abilinear strength formula for structured loess based on tensile strength and shear strength and its application[J].Chinese Journal of Geotechnical Engineering,2013,35(Supp.2):247-252.
[95]陈正汉.重塑非饱和黄土的变形、强度、屈服和水量变化特性[J].岩土工程学报,1999,21(1):82-90.CHEN Zheng-han.Deformation,strength,yield and moisture change of a remolded unsaturated loess[J].Chinese Journal of Geotechnical Engineering,1999,21(1):82-90.
[96]黄海,陈正汉,李刚.非饱和土在p-s平面上的屈服轨迹及土-水特征曲线的探讨[J].岩土力学,2000,21(4):316-321.HUANG Hai,CHEN Zheng-han,LI Gang.A study on yield locus of unsaturated soils on p-s plane and soil-water characteristic curve[J].Rock and Soil Mechanics,2000,21(4):316-321.
[97]陈存礼,张登飞,董玉柱,等.常含水率三轴条件下非饱和原状黄土的吸力和力学特性[J].岩土工程学报,36(7):1195-1202.CHEN Cun-li,ZHANG Deng-fei,DONG Yu-zhu,et al.Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests[J].Chinese Journal of Geotechnical Engineering,36(7):1195-1202.
[98]李妥德,董春美.膨胀土体抗剪强度参数测定时试样尺寸的选择方法[C]//全国首届膨胀土科学研讨会论文集.成都:西南交通大学出版社,1990:305-308.LI Tuo-de,DONG Chun-mei.The selection method of simple size for measuring shear strength of expansive soil[C]//Proceedings of the National 1st Scientific Conference on Expancive Soil.Chengdu:Xinan Jiaotong University Press,1990:305-308.
[99]包承纲,刘特洪.豫西南膨胀土的工程特性和渠道边坡的稳定分析[C]//非饱和土理论与实践学术研讨会文集.[出版城市不详]:[出版者不详],1992:118-130.BAO Cheng-gang,LIU Te-hong.Engineering properties and stability analysis of canal slope of expansive soil in the south-west of Henan province[C]//Proceedings of Theory and Practice of Unsaturated Soil.[S.l.]:[s.n.],1992:118-130.
[100]刘特洪.工程建设中的膨胀土问题[M].北京:中国建筑工业出版社,1997.LIU Te-hong.Problems associated with expansive soil in engineering construction[M].Beijing:China Building Industry Press,1997.
[101]龚壁卫,程展林,胡波,等.膨胀土裂隙的工程特性研究[J].岩土力学,2014,35(7):1825-1830.GONG Bi-wei,CHENG Zhan-lin,HU Bo,et al.Research on engineering properties of fissures in expansive soil[J].Rock and Soil Mechanics,2014,35(7):1825-1830.
[102]缪林昌,殷宗泽,仲晓晨.非饱和膨胀土强度与含水量的关系[C]//南水北调膨胀土渠坡稳定和滑动早期预报研究论文集.武汉:[出版者不详],1998:123-127.MIAO Lin-chang,YIN Zong-ze,ZHONG Xiao-chen.The relationship between strength and water content of expansive soil[C]//Proceedings of Stability and Sliding Forecast of Expansive Slope of the South-to-North Water Diversion Project Canal.Wuhan:[s.n.],1998:123-127.
[103]孙树国,陈正汉,卢再华.重塑非饱和膨胀土强度及变形特性的试验研究[C]//南水北调膨胀土渠坡稳定和滑动早期预报研究论文集.武汉:[出版者不详],1998:128-136.SUN Shu-guo,CHEN Zheng-han,LU Zai-hua.Test research on the properties of strength and deformation of remolded expansive soil[C]//Proceeding of Stability and Sliding Forecast of Expansive Slope of the South-to-North Water Diversion Project Canal.Wuhan:[s.n],1998:128-136.
[104]吕海波,曾召田,赵艳林,等.膨胀土强度干湿循环试验研究[J].岩土力学,2009,30(12):3797-3802.LüHai-bo,ZENG Zhao-tian,ZHAO Yan-lin,et al.Experimental studies of strength of expansive soil in drying and wetting cycle[J].Rock and Soil Mechanics,2009,30(12):3797-3802.
[105]吕海波,曾召田,赵艳林,等.干湿交替环境下膨胀土的累积损伤初探[J].自然灾害学报,2012,(6):119-123.LüHai-bo,ZENG Zhao-tian,ZHAO Yan-lin,et al.Preliminarystudy on accumulative damage of expansive soil in alternation of wetting lrying environment[J].Journal of Natural Disasters,2012,(6):119-123.
[106]武明,陈正汉,姚志华,等.云南非饱和红黏土的强度和变形特性研究[J].地下空间与工程学报,2013,9(12):1257-1265.WU Ming,CHEN Zheng-han,YAO Zhi-hua,et al.On strength and deformation of Yunnan unsaturated red clay[J].Chinese Journal of Underground Space and Engineering,2013,9(12):1257-1265.
[107]张常光,范文,赵均海,等.非饱和土统一强度理论及真三轴试验结果验证[J].岩石力学与工程学报,2015,34(8):1702-1711.ZHANG Chang-guang,FAN Wen,ZHAO Jun-hai,et al.Unified strength theory of unsaturated soils and verification with true triaxial tesst[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(8):1702-1711.
[108]张常光,范文,赵均海,等.非饱和土真三轴新强度准则及验证[J].同济大学学报(自然科学版),2015,43(9):1326-1331.ZHANG Chang-guang,FAN Wen,ZHAO Jun-hai,et al.A new twin-shear true triaxial strength criterion of unsaturated soils and its validations[J].Journal of Tongji University(Natural Science),2015,43(9):1326-1331.
[109]邢义川,刘祖典,郑颖人.黄土的破坏条件[J].水利学报,1992,23(1):12-19.XING Yi-chuan,LIU Zu-dian,ZHENG Ying-ren.Failure condition of loess[J].Journal of Hydraulic Engineering,1992,23(1):12-19.
[110]邵生俊,许萍,王强,等.黄土各向异性强度特性的真三轴试验研究[J].岩土工程学报,2014,36(9):1614-1623.SHAO Sheng-jun,XU Ping,WANG Qiang,et al.True triaxial tests on anisotropic strength characteristics of loess[J].Chinese Journal of Geotechnical Engineering,2014,36(9):1614-1623.
[111]邵生俊,张玉,陈昌禄,等.土的3σ空间滑动面强度准则及其与传统准则的比较研究[J].岩土工程学报,2015,37(4):577-585.SHAO Sheng-jun,ZHANG Yu,CHEN Chang-lu,et al.Strength criterion based on 3σspatially mobilized plane of soils and its comparison with conventional criteria[J].Chinese Journal of Geotechnical Engineering,2015,37(4):577-585.
[112]张鹏程,汤连生,邓钟尉.非饱和土湿吸力与含水率的定量关系研究[J].岩土工程学报,2012,34(8):1453-1457.ZHANG Peng-cheng,TANG Lian-sheng,DENGZhong-wei,et al.Quantitative relationship between wet suction and water content of unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2012,34(8):1453-1457.
[113]桑海涛.非饱和土粒间吸力测试及其与抗拉强度的内在联系[D].广州:中山大学,2015.SANG Hai-tao.Measurement of intergranular suction in unsaturated soils and its internal relationship with tensile strength[D].Guangzhou:Zhongshan University,2015.
[114]LU NING,WILLIAM J L.Unsaturated soil mechanics[M].New York:John Wiley and Sons,Inc.,2004.
[115]LU N,GODT J W,WU D T.A closed-form equation for effective stress in unsaturated soil[J].Water Resources Research,2010,46(5):567-573.
[116]刘奉银.非饱和土力学基本试验设备的研制与新有效应力原理的探讨[D].西安:西安理工大学,1999.LIU Feng-yin.Development of fundamental test equipment and new effective stress principle of unsaturated soils[D].Xi’an:Xi’an University of Technology,1999.
[117]邢义川,谢定义,汪小刚,等.非饱和黄土的三维有效应力[J].岩土工程学报,2003,25(3):288-293.XING Yi-chuan,XIE Ding-yi,WANG Xiao-gang,et al.3D effective stress of unsaturated loess[J].Chinese Journal of Geotechnical Engineering,2003,25(3):288-293.
[118]LI X S.Effective stress in unsaturated soil:a microstructural analysis[J].Geotechnique,2003,53(2):273-277.
[119]NG C W W,YUNG S Y.Determination of the anisotropic shear stiffness of an unsaturated decomposed soil[J].Géotechnique,2008,58(1):23-35.
[120]SHEN Z F,JIANG M J,THORNTON C.Shear strength of unsaturated granular soils:three-dimensional discrete element analyses[J].Granular Matter,2016,18(3):1-13.
[121]陈正汉,王永胜,谢定义.非饱和土的有效应力探讨[J].岩土工程学报,1994,16(3):62-69.CHEN Zheng-han,WANG Yong-sheng,XIE Ding-yi.Effective stress in unsaturated soil[J].Chinese Journal of Geotechnical Engineering,1994,16(3):62-69.
[122]KHALILI N,KHABBAZ M H.On the theory of three-dimensional consolidation in unsaturated soils[C]//Proceedings of 1st International Conference on Unsaturated Soils.Rotterdam:A.A.Balkema,1995:745-750.
[123]陈勉,陈至达.多重孔隙介质的有效应力定律[J].应用数学和力学,1999,20(11):1121-1127.CHEN Mian,CHEN Zhi-da.Effective stress laws for multi-porosity media[J].Applied Mathematics and Mechanics,1999,20(11):1121-1127.
[124]BOLZON G,SCHREFLER B A,ZIENKIWICZ O C.Elastoplastic soil constitutive laws generalized to partially saturated states[J].Gectechnique,1996,46(2):279-289.
[125]HOULSBY G T.The work input to an unsaturated granular material[J].Geotechnique,1997,47(1):193-196.
[126]LI X S.Thermodynamics-based consititutive framework for unsaturated soils[J].Geotechnique,2007,57(5):411-422.
[127]ZHAO C G,LIU Y,GAO F P.Work and energy equations and the principle of generalized effective stress for unsaturated soils[J].International Journal for Numerical and Analytical Methods in Geomechanics,2010,34:920-936.
[128]张龙,陈正汉,周凤玺,等.非饱和土的应力状态变量试验验证研究[J].岩土工程学报,2017,39(2):380-384.ZHANG Long,CHEN Zheng-han,ZHOU Feng-xi,et al.Test verification of stress state variables for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2017,39(2):380-384.
[129]张龙,陈正汉,周凤玺,等.从变形、水量变化和强度三方面验证非饱和土的两个应力状态变量的合理性[J].岩土工程学报,2017,39(5):906-915.ZHANG Long,CHEN Zheng-han,ZHOU Feng-xi,et al.Verification of rationality of two stress state variables of unsaturated soil from deformation,moisture change and stre[J].Chinese Journal of Geotechnical Engineering,2017,39(5):906-915.
[130]陈存礼,曹程明,王晋婷,等.湿载耦合条件下结构性黄土的压缩变形模式研究[J].岩土力学,2010,31(1):39-45.CHEN Cun-li,CAO Cheng-ming,WANG Jin-ting,et al.Modeling compression of structural loess under coupling of stress and moisture[J].Rock and Soil Mechanics,2010,31(1):39-45.
[131]陈存礼,褚峰,郭娟,等.压缩条件下非饱和黄土的结构流体等效应力特性[J].岩石力学与工程学报,2011,30(增刊1):3165-3171.CHEN Cun-li,CHU Feng,GUO Juan,et al.Characteristics of equivalent stress of structural fluid of unsaturated loess under compression[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.1):3165-3171.
[132]邵龙潭,郭晓霞.有效应力新解[M].北京:中国水利水电出版社,2014.SHAO Long-tan,GUO Xiao-xia.New solution of effective stress[M].Beijing:China Water Power Press,2014.
[133]邵龙潭,郭晓霞,郑国锋.粒间应力、土骨架应力和有效应力[J].岩土工程学报,2015,37(8):1478-1483.SHAO Long-tan,GUO Xiao-xia,ZHENG Guo-feng.Intergranular stress,soil skeleton stress and effective stress[J].Chinese Journal of Geotechnical Engineering,2015,37(8):1478-1483.
[134]KHALILI N,ZARGARBASHI S.Influence of hydraulic hysteresis on effective stress in unsaturated soils[J].Géotechnique,2010,60(9):729-734.
[135]UCHAIPICHAT A.Prediction of shear strength for unsaturated soils under drying and wetting processes[J].Electronic Journal of Geotechnical Engineering,2010,15(K):1087-1102.
[136]ALONSO E E,PEREIRA J M,VAUNAT J,et al.Amicrostructurally based effective stress for unsaturated soils[J].Geotechnique,2010,60:913-925.
[137]PEREIRA J M,COUSSY O,ALONSO E E,et al.Is the degree of saturation a good candidatefor Bishop’s parameter?[C]//Proceedings of 5th International Conference on Unsaturated Soils.Barcelona:CRC Press,2010:913-919.
[138]COUSSY O.Mechanics and physics of porous solids[M].Chichester:Wiley,2010.
[139]COUSSY O,DANGLA P.Approcheénergétique du comportement des sols non saturés[C]//Mécanique des sols non saturés.Paris:[s.n.],2002:137-174.COUSSY O,DANGLA P.Study of unsaturated soil behavior based on energy method[C]//Proceedings of Unsaturated soil mechanics.Paris:[s.n.],2002,137-174.
[140]NIKOOEE E,HABIBAGAHI G,HASSANIZADEH S M,et al.Effective stress in unsaturated soils:a thermodynamic approach based on the interfacial energy and hydromechanical coupling[J].Transport in Porous Media,2013,96:369-396.
[141]张昭,刘奉银,张国平.考虑气-液交界面的非饱和土有效应力公式[J].岩土力学,2015,36(增刊1):147-153.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping.An effective stress formulation for unsaturated soils considering air-liquid interface[J].Rock and Soil Mechanics,2015,36(Supp.1):147-153.
[142]DANGLA P,PEREIRA J M.A thermodynamic approach to effective stresses in unsaturated soils incorporating the concept of partial pore deformations[J].Vadose Zone Journal,2014,13(5):1-11.
[143]张昭,刘奉银,张国平,等.不等径湿颗粒与液桥相互作用的微观水力特性[J].水利学报,2013,44(7):810-817.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping,et al.Microscopic hydraulic behavior from the interactions between uneven-sized wet particles and liquid bride[J].Journal of Hydraulic Engineering,2013,44(7):810-817.
[144]张昭,刘奉银,齐吉琳,等.考虑固-液接触角影响的粗颗粒间液桥毛细力计算方法[J].水利学报,2016,47(9):1197-1207.ZHANG Zhao,LIU Feng-yin,QI Ji-lin,et al.Acalculation method for the capillarity force of the liquid bridge between coarse particles considering the effect of solid-liquid contact angle[J].Journal of Hydraulic Engeering,2016,47(9):1197-1207.
[145]张昭,刘奉银,齐吉琳,等.粗颗粒间液桥毛细力演化规律的动态计算方法[J].岩土力学,2016,37(8):2263-2270.ZHANG Zhao,LIU Feng-yin,QI Ji-lin,et al.A dynamic calculation method for evolution law of capillarity forces of liquid bridge between coarse particles[J].Rock and Soil Mechanics,2016,37(8):2263-2270.
[146]张昭,刘奉银,李荣建,等.黏土颗粒间液桥从形成至断裂时毛细力的规律[J].岩土力学,2016,37(10):2845-2850.ZHANG Zhao,LIU Feng-yin,LI Rong-jian,et al.Evolution of capillary force of liquid bridge between clay particles in process from its formation to rupture[J].Rock and Soil Mechanics,2016,37(10):2845-2850.
[147]姜小雷,李培超.考虑土颗粒间胶结面积的粒间吸力计算[J].岩土工程学报,2016,38(6):1160-1164.JIANG Xiao-lei,LI Pei-chao.Calculation of intergranular suction considering cementing area between soil particles[J].Chinese Journal of Geotechnical Engineering,2016,38(6):1160-1164.
[148]XU Y F,CAO L.A fractal representation for effective stress of unsaturated soils[J].International Journal of Geomechanics,2015,15(6):04014098.
[149]XU Y F,FENG X B,CHU F F.Fractal model for rockfill shear strength based on particle fragmentation[J].Granular Matter,2015,17:753-761.
[150]XU Y F,XIANG G S,JIANG H,et al.Role of osmotic suction involume change of clays in salt solution[J].Applied Clay Science,2014,101:354-362.
[151]WEI C F.A Theoretical framework for modeling the chemomechanical behavior of unsaturated soils[J].Vadose Zone Journal,2013,13(9):1-14.
[152]MA T T,WEI C F,XIA X L,et al.Constitutive model of unsaturated soils considering the effect of intergranular physico-chemicical forces[J].Journal of Engineering Mechanics,ASCE,2016,142(11):04016088.
[153]郭楠.非饱和土的增量非线性横观各向同性模型研究[D].兰州:兰州理工大学,2018.GUO Nan.Study on incremental nonlinear transverse isotropic constitutive model of unsaturated soil[D].Lanzhou:Lanzhou University of Technology,2018.
[154]陈存礼,高鹏,何军芳.考虑结构性影响的原状黄土等效线性模型[J].岩土工程学报,2007,29(9):1331-1336.CHEN Cun-li,GAO Peng,HE Jun-fan.Equivalent linear model of intact loess considering structural effect[J].Chinese Journal of Geotechnical Engineering,2007,29(9):1331-1336.
[155]胡再强,马素青,李宏儒,等.非饱和黄土非线性K-G模型试验研究[J].岩土力学,2012,33(增刊1):56-60.HU Zai-qiang,MA Su-qing,LI Hong-ru,et al.Experimental study of nonlinear K-G model for unsaturated loess[J].Rock and Soil Mechanics,2012,33(Supp.1):56-60.
[156]李宏儒,胡再强,赵凯,等.结构性土二元介质本构模型及破损率影响因素的研究[J].岩土力学,2012,33(增刊1):67-72.LI Hong-ru,HU Zai-qiang,ZHAO Kai,et al.Structural soil binary-medium constitutive model and factor of breakage ratio influence[J].Rock and Soil Mechanics,2012,33(Supp.1):67-72.
[157]ZHOU C.Modeling of suction effect on fabric yielding and kinematic hardening of reconstituted soils[C]//Unsaturated Soils.London:Taylor&Francis Group,2010:629-634.
[158]姚仰平,牛雷,崔文杰,等.超固结非饱和土的本构关系[J].岩土工程学报,2011,33(6):833-839.YAO Yang-ping,NIU Lei,CUI Wen-jie,et al.UH model for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2011,33(6):833-839.
[159]汤连生,桑海涛,宋晶,等.非饱和花岗岩残积土粒间联结作用与脆弹塑性胶结损伤模型研究[J].岩土力学,2013,34(10):2877-2888.TANG Lian-sheng,SANG Hai-tao,SONG Jing,et al.Research on soil particle joint function and brittle-elastoplastic cement damage model of unsaturated granite residual soil[J].Rock and Soil Mechanics,2013,34(10):2877-2888.
[160]MIAO LINCHANG,CUI YUJUN,CUI YING.Hydro-mechanical behaviors of unsaturated soils[J].Journal of Materials in Civil Engineering,2015,27(7):04014209-1-9 Doi:10.1061/(ASCE)MT.1943-5533.0001171.
[161]卢再华,陈正汉.非饱和原状膨胀土的弹塑性损伤本构模型研究[J].岩土工程学报,2003,25(4):422-426.LU Zai-hua,CHEN Zheng-han.An elastoplastic damage constitutive model of unsaturated undisturbed expansive soil[J].Chinese Journal of Geotechnical Engineering,2003,25(4):422-426.
[162]朱元青.基于细观结构变化的原状湿陷性黄土的本构型研究[D].重庆:后勤工程学院,2008.ZHU Yuan-qing.Constitutive model of undisturbed collapsible loess based on meso-structure change[D].Chongqing:Logistic Engineering University,2008.
[163]LI X S.Thermodynamics-based constitutive framework for unsaturated soils,1:theory[J].Geotechnique,2007,57(5):411-422.
[164]LI X S.Thermodynamics-based constitutive framework for unsaturated soils,2:a basic triaxial model[J].Geotechnique,2007,57(5):423-435.
[165]LI X S,FANG X W.Consistent modelling of expansive and collapsive response of unsaturated soils[J].Geotechnical and Geological Engineering,2011,29(2):203-216.
[166]SUN D A,SUN W J,XIANG L.Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation[J].Computers and Geotechnics,2010,37(5):678-688.
[167]SHENG D C,ZHOU A N.Coupling hydraulic with mechanical models for unsaturated soils[J].Canadian Geotechnical Journal,2011,48(5):826-840.
[168]ZHOU A N,SHENG D,CARTER J P.Modelling the effect of initial density on soil water characteristic curves[J].Géotechnique,2012,62(8):669-680.
[169]ZHOU A N,SHENG D,SLOAN S W,et al.Interpretation of unsaturated soil behaviour in the stress-saturation space,I:volume change and water retention behavior[J].Computers and Geotechnics,2012,43:178-187.
[170]ZHOU A N,SHENG D,SLOAN S W,et al.Interpretation of unsaturated soil behaviour in the stress-saturation space,II:constitutive relationships and validations[J].Computers and Geotechnics,2012,43:111-123.
[171]刘艳,赵成刚,蔡国庆,等.考虑气相压力变化和偏应力影响的非饱和土本构模型[J].岩土工程学报,2011,33(5):754-761.LIU Yan,ZHAO Cheng-gang,CAI Guo-qing,et al.New model for unsaturated soils considering variation of gas pressure and shear stress[J].Chinese Journal of Geotechnical Engineering,2011,33(5):754-761.
[172]ZHOU C,NG C W.Simulating the cyclic behaviour of unsaturated soil at various temperatures using a bounding surface model[J].Géotechnique,2016,66(4):344-350.
[173]FRAN?OIS B,LALOUI L.ACMEG-TS.A constitutive model for unsaturated soils under non-isothermal conditions[J].International Journal for Numerical and Analytical Methods in Geomechanics,2008,32:1955-1988.
[174]TANG A M,CUI Y J.Modelling the thermomechanical volume change behaviour of compacted expansive clays[J].Géotechnique,2009,59(3):185-195.
[175]MUSSO G,ROMERO E,VECCHIA G D.Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay[J].Géotechnique,2013,63(3):206-220.
[176]GUIMAR?ES L D N,GENS A,SáNCHEZ M,et al.Achemo-mechanical constitutive model accounting for cation exchange in expansive clays[J].Géotechnique,2013,63(3):221-234.
[177]WITTEVEEN P,FERRARI A,LALOUI L.An experimental and constitutive investigation on the chemomechanical behaviour of a clay[J].Géotechnique,2013,63(3):244-255.
[178]WU L Z,ZHANG L M,HUANG R Q.Analytical solution to 1D coupled water infiltrationand deformation in two-layer unsaturated soils[J].International Journal for Numerical and Analytical Methods in Geomechanics,2012,36:789-816.
[179]WU L Z,SELVADURAI A P S,HUANG R Q.Two-dimensional coupled hydromechanical modeling of water infiltration into a transversely isotropic unsaturated soil region[J].Vadose Zone Journal,2013.doi:10.2136/vzj2013.04.0072.
[180]ZHAN L T,JIA G W,CHEN Y M,et al.An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis[J].International Journal for Numerical and Analytical Methods in Geomechanics,2013,37(12):1737-1760.
[181]ZHOU C,LIU J.Physical and analytical modeling of tire mat reinforced vegetated slope[J].ASCE Geotechnical Special Publications,2013,232:279-286.
[182]邱清文,詹良通,黄依艺.考虑任意初始条件的均质土质覆盖层降雨入渗移解析解[J].岩土工程学报,2017,39(2):360-365.QIU Qing-wen,ZHAN Liang-tong,HUANG Yi-yi.Analytical solutions for rainfall infiltration into monolithic covers considering arbitrary initial conditions[J].Chinese Journal of Geotechnical Engineering,2017,39(2):360-365.
[183]张常光,晏青,吴礼舟,等.非饱和土条形地基梅耶霍夫极限承载力统一解[J].岩土工程学报,2018,40(2):252-257.ZHANG Chang-guang,YAN Qing,WU Li-zhou,et al Unified solution of Meyerhof’s ultimate bearing capacity for strip foundation resting on unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2018,40(2):252-257.
[184]WANG LEI,SUN DE’AN,QIN AIFANG.General semianalytical solutions to one-dimensional consolidation for unsaturated soils[J].Applied Mathematics and Mechanics(English Edition),2017,38(6):831-850.
[185]徐浩峰,谢康和.高饱和度土的一维连续方程及其固结分析[J].土木建筑与环境工程,2011,33(5):23-37.XU Hao-feng,XIE Kang-he.One-dimensional continuity equation and consolidation analysis of unsaturated soils with high degree of saturation[J].Journal of Civil,Architectural&Environmental Engineering,2011,33(5):23-37.
[186]姚志华.大厚度自重湿陷性黄土的水气运移和力学特性及地基湿陷变形规律研究[D].重庆:后勤工程学院,2012.YAO Zhi-hua.Water-air migration,mechanical characteristics and foundation collapse deformation of self-weight collapse loess with heavy section[D].Chongqing:Logistic Engineering University,2012.
[187]秦冰,陈正汉,方振东,等.基于混合物理论的非饱和土热-水-力耦合分析模型[J].应用数学和力学,2010,31(12):1476-1487.QIN Bin,CHEN Zheng-han,FANG Zhen-dong,et al.Analysis model of coupled thermo-hydro-mechanical behavior of unsaturated soils based on theory of mixtures[J].Applied Mathematics and Mechanics,2010,31(12):1476-1487.
[188]秦冰.非饱和膨润土的工程特性与热-水-力多场耦合模型研究[D].重庆:后勤工程学院,2014.QIN Bin.Engineering properties of unsaturated bentonite and thermo-hydro-mechanical modelling of unsaturated soils[D].Chongqing:Logistic Engineering University,2014.
[189]GUO Jian-feng,CHEN Zheng-han,FANG Xiang-wei.Analysis of seepage,deformation and stability of Xiaolangdi dam using unsaturated soil consolidation FEM[C]//Proc.IACMAG2011.[S.l.]:[s.n.],2011:154-158.
[190]韩波,廖红建,肖正华,等.非饱和渗流下土石坝坝坡可靠性分析[J].应用力学学报,2010,27(2):406-411.HAN Bo,LIAO Hong-jian,XIAO Zheng-hua,et al.Reliability analysis of earth rock-fill dam stability under saturated-unsaturated seepage[J].Chinese Journal of Applied Mechanics,2010,27(2):406-411.
[191]李宏儒,胡再强,冯飞,等.结构性黄土二元介质本构模型在局部化剪切带中的应用[J].岩土力学,2012,33(9):2803-2810.LI Hong-ru,HU Zai-qiang,FENG Fei,et al.Application of structural loess binary-medium model to localization shear band[J].Rock and Soil Mechanics,2012,33(9):2803-2810.
[192]薛海斌,党发宁,尹小涛,等.边坡强度参数非等比例相关联折减法研究[J].岩石力学与工程学报,2015,34(增刊2):4005-4012.XUE Hai-bin,DANG Fa-ning,YIN Xiao-tao,et al.Research on method of slope strength parameters non-proportional associated reduction[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.2):4005-4012.
[193]薛海斌,党发宁,尹小涛,等.基于强度储备的边坡非等比例双安全系数研究[J].岩土力学,2016,37(4):929-935.XUE Hai-bin,DANG Fa-ning,YIN Xiao-tao,et al.Research on non-proportional double safety factors of slope based on strength reserve[J].Rock and Soil Mechanics,2016,37(4):929-935.
[194]JIANG M J,HU H J,LIU F.Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests[J].Canadian Geotechnical Journal,2012,49(10):1147-1157.
[195]蒋明镜,胡海军.荷载和水作用下结构性黄土破损规律的离散元分析[J].岩土工程学报,2014,36(6):989-997.JIANG Ming-jing,HU Hai-jun.Numerical analysis of degradation evolution of structured loess under loading,unloading and wetting by discrete element method[J].Chinese Journal of Geotechnical Engineering,2014,36(6):989-997.
[196]蒋明镜,王新新.不同贯入倾角下TJ-1模拟月壤静力触探模型箱试验研究[J].岩土工程学报,2013,35(8):1442-1450.JIANG Ming-jing,WANG Xin-xin.Investigation of TJ-1lunar soil simulant cone penetration tests by calibration chamber under different penetration angles[J].Chinese Journal of Geotechnical Engineering,2013,35(8):1442-1450.
[197]JIANG M J,SHEN Z F,LI L Q.Noncoaxial behavior of a highly angular granular material subjected to stress variations in simple vertical excavation[J].International Journal of Geomechanics,2015,16(2):04015040.
[198]JIANG M J,HE J,WANG J F,et al.DEM analysis of geomechanical properties of cemented methane hydrate-bearing soils at different temperatures and pressures[J].International Journal of Geomechanics,2015,16(3):04015087.
[199]LIU F,JIANG M J,ZHU F Y.Discrete element analysis of uplift and lateral capacity of a single pile in methane hydrate bearing sediments[J].Computers and Geotechnics,2014,62:61-76.
[200]JIANG M J,SUN C,CROSTA G B,et al.A study of submarine steep slope failures triggered by thermal dissociation of methane hydrates using a coupled CFD-DEM approach[J].Engineering Geology,2015,190:1-16.
[201]陈正汉,秦兵.缓冲/回填材料的热-水-力耦合特性及其应用[M].北京:科学出版社,2017.CHEN Zheng-han,QIN Bing.Thermo-hyrdo-mechancal coupling characteristics of buffer/backfilling material and its application[M].Beijing:Science Press,2017.
[202]秦冰,陈正汉,孙发鑫,等.高吸力下持水曲线的温度效应及其吸附热力学模型[J].岩土工程学报,2012,34(10):1877-1886.QIN Bing,CHEN Zheng-han,SUN Fa-xin,et al.Temperature effect on water retention curve in high suction range and its modeling based on thermodynamics of sorption[J].Chinese Journal of Geotechnical Engineering,2012,34(10):1877-1886.
[203]孙发鑫.膨润土-砂混合缓冲/回填材料的力学特性和持水特性研究[D].重庆:后勤工程学院,2013.SUN Fa-xin.Mechanical and water retention characteristics of bentonite-sand mixtures as buffer/backfilling material[D].Chongqing:Logistic Engineering University,2013.
[204]WAN M,YE W M,CHEN Y G,et al.Influence of temperature on the water retention properties of compacted GMZ01 bentonite[J].Environmental Earth Sciences,2015,73(8):4053-4061.
[205]YE W M,WAN M,CHEN B,et al.Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions[J].Engineering Geology,2012,126:1-7.
[206]YE W M,WAN M,CHEN B,et al.An unsaturated hydraulic conductivity model for compacted GMZ01bentonite with consideration of temperature[J].Environmental Earth Sciences,2014,71(4):1937-1944.
[207]汪龙,方祥位,申春妮,等.膨润土-砂混合型缓冲/回填材料渗气规律试验研究[J].岩石力学与工程学报,2015,34(增刊1):3381-3388.WANG Long,FANG Xiang-wei,SHEN Chun-ni,et al.Test research on gas permeablity of bentonite-sand mixtures[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):3381-3388.
[208]秦冰,陆飏,张发忠,等.考虑Klinkenberg效应的压实膨润土渗气特性研究[J].岩土工程学报,2016,38(12):2194-2201.QIN Bing,LU Yang,ZHANG Fa-zhong,et al.Gas permeability of compacted bentonite considering Klinkenberg effect[J].Chinese Journal of Geotechnical Engineering,2016,38(12):2194-2201.
[209]孙文静,孙德安,张谨绎.常含水率下非饱和高庙子膨润土加砂混合物的水力-力学性质[J].土木工程学报,2011,44(增刊):161-164.SUN Wen-jing,SUN De-an,ZHANG Jin-yi.Hydro-mechanical behaviour of unsaturated GMZbentonite-sand mixture under undrained condition[J].China Civil Engineering Journal,2011,44(Supp.):161-164.
[210]秦冰,陈正汉,刘月妙,等.高庙子膨润土GMZ001三向膨胀力特性研究[J].岩土工程学报,2009,31(5):756-763.QIN Bing,CHEN Zheng-han,LIU Yue-miao,et al.Characteristics of 3D swelling pressure of GMZ001bentonite[J].Chinese Journal of Geotechnical Engineering,2009,31(5):756-763.
[211]孙发鑫,陈正汉,秦冰,等.高庙子膨润土-砂混合料的三向膨胀力特性[J].岩石力学与工程学报,2013,32(1):200-207.SUN Fa-xin,CHEN Zheng-han,QIN Bing,et al.Characteristics of three-dimensional swellong pressure Gaomiaozi bentonite-sand mixturet[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(1):200-207.
[212]秦冰,陈正汉,刘月妙,等.高庙子膨润土的胀缩变形特性及其影响因素研究[J].岩土工程学报,2008,30(7):1005-1010.QIN Bing,CHEN Zheng-han,LIU Yue-miao,et al.Swelling-shrinkage behaviour of Gaomiaozi bentonite[J].Chinese Journal of Geotechnical Engineering,2008,30(7):1005-1010.
[213]张虎元,刘吉胜,崔素丽,等.石英砂掺量对混合型缓冲回填材料抗剪强度的控制机制[J].岩石力学与工程学报,2010,29(12):2533-2542.ZHANG Hu-yuan,LIU Ji-sheng,CUI Su-li,et al.Controlling mechanism of quartz sand content on shear strength of bentonite-sand mixtures as buffer/backfill material[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2533-2542.
[214]李培勇,杨庆.膨润土加砂混合物非饱和三轴试验研究[J].大连理工大学学报,2011,51(3):387-392.LI Pei-yong,YANG Qing.Study of unsaturated triaxial tests for bentonite-sand mixtures[J].Journal of Dalian University of Technology,2011,51(3):387-392.
[215]陈皓.高放废物地质库缓冲材料在高温高压下的变形强度特性研究[D].南宁:广西大学,2015.CHEN Hao.Research on deformation and strength of buffer material under high temperature and pressure for high-level radioactive waste repository[D].Nanning:Guangxi University,2015.
[216]陈皓,吕海波,陈正汉,等.考虑温度影响的高庙子膨润土强度与变形特性试验研究[J].岩石力学与工程学报,2018,37(8):1962-1979.CHEN Hao,LüHai-bo,CHEN Zheng-han,et al.Reserch of strength and volume change of buffer material in high remperature and pressure[J].Chinese Journal of Rock Mechanics and Engineering,2018,37(8):1962-1979.
[217]ZHANG F,YE W M,CHEN Y G,et al.Influence of salt solution concentration and vertical stress during saturation on the volume change behavior of compacted GMZ01 bentonite[J].Engineering Geology,2016,207:48-55.
[218]刘月妙,王驹,曹胜飞,等.中国高放废物处置缓冲材料大型试验台架和热-水-力-化学耦合性能研究[J].岩土力学,2013,34(10):2756-2762.LIU Yue-miao,WANG Ju,CAO Sheng-fei,et al.Alarge-scale THMC experiment of buffer material for geological disposal of high level radioactive waste in China[J].Rock and Soil Mechanics,2013,34(10):2756-2762.
[219]THOMAS H R,HE Y,ONOFREI C.An examination of the validation of a model of the hydro/thermo/mechanical behaviour of engineered clay barriers[J].International Journal for Numerical and Analytical Methods in Geomechanics,1998,22:49-71.
[220]LALOUI L,FRAN?OIS B,NUTH M,et al.Athermo-hydro-mechanical stress-strain framework for modeling the performance of clay barriers in deep geological repositories for radioactive waste[C]//Unsaturated Soils:Advance in Geo-engineering,Proceedings of the First European Conference on Unsaturated Soils,E-UNSAT 2008.Durham:CRC Press,2008:63-82.
[221]DUPRAY F,FRAN?OIS B,LALOUI L.Analysis of the FEBEX multi-barrier system including thermoplasticity of unsaturated bentonite[J].International Journal for Numerical and Analytical Methods in Geomechanics,2011,Doi:10.1002/nag.1103.
[222]张玉军.热-水-应力耦合模型及FEBEX原位试验二维有限元分析[J].岩土工程学报,2007,29(3):313-318.ZHANG Yu-jun.Coupled thermo-hydro-mechanical model and 2D FEM analysis for FEBEX in-situ test[J].Chinese Journal of Geotechnical Engineering,2007,29(3):313-318.
[223]CHEN Y F,ZHOU C B,JING L R.Modeling coupled THM processes of geological porous media with multiphase flow:theory and validation against laboratory and field scale experiments[J].Computers and Geotechnics,2009,36(8):1308-1329.
[224]蔡国庆,赵成刚,田辉.高放废物地质处置库中非饱和缓冲层的热-水-力耦合数值模拟[J].岩土工程学报,2013,35(增刊1):1-8.CAI Guo-qing,ZHAO Cheng-gang,TIAN Hui.Numerical simulation of coupled thermo-hydromechanical behavior for engineered barriers in high-level radioactive waste disposal[J].Chinese Journal of Geotechnical Engineering,2013,35(Supp.1):1-8.
[225]乔兰,曹胜飞,陈亮,等.缓冲材料试验台架热-水-力耦合数值模拟研究[J].中国矿业,2013,22(5):117-121.QIAO Lan,CAO Sheng-fei,CHEN Liang,et al.Numerical thermo-hydro-mechanical modeling of buffer material in mock-up test for deep geological disposal[J].China Mining Magazine,2013,22(5):117-121.
[226]秦爱芳,赵小龙,王海堂.核废料处置库近场热-水-力耦合性状[J].地下空间与工程学报,2013,9(5):1201-1207.QIN Ai-fang,ZHAO Xiao-long,WANG Hai-tang.Coupled thermo-hydro-mechanical properties in field near nuclear waste repository[J].Chinese Journal of Underground Space and Engineering,2013,9(5):1201-1207.
[227]马巍,王大雁.中国冻土力学研究50 a回顾与展望[J].岩土工程学报,2012,34(4):625-640.MA Wei,WANG Da-yan.Studies on frozen soil mechanics in China in past 50 years and their prospect[J].Chinese Journal of Geotechnical Engineering,2012,34(4):625-640.
[228]马巍,王大雁.冻土力学[M].北京:科学出版社,2014.MA Wei,WANG Da-yan.Frozen soil mechanics[M].Beijing:Science Press,2014.
[229]ZHANG L,MA W,YANG C,et al.Investigation of the pore water pressure of coarse-grained sandy soil during open-system step-freezing and thawing testing[J].Engineering Geology,2014,181:233-248.
[230]MA WEI,ZHANG LIANHAI,YANG CHENGSONG.Discussion of applicability of the generalized ClausiusClapeyron equation and the frozen fringe process[J].Earth science Reviews,2015,142:47-59.
[231]李国玉,马巍,穆彦虎,等.冻融循环对压实黄土湿陷变形影响的过程和机制[J].中国公路学报,2011,24(5):1-5.LI Guo-yu,MA Wei,MU Yan-hu,et al.Process and mechanism of impact of freezing and thawing cycle on collapse deformation of compacted loess[J].China Journal of Highw ay and Transport,2011,24(5):1-5.
[232]WANG L M,WANG W L,YU F.Thaw consolidation behaviours of embankments in permafrost regions with periodical temperature boundaries[J].Cold Regions Science and Technology,2014,109:70-77.
[233]胡再强,刘寅,李宏儒.冻融循环作用对黄土强度影响的试验研究[J].水利学报,2014,45(增刊2):14-18.HU Zai-qiang,LIU Yin,LI Hong-ru.Influence of freezing-thawing cycles on strength of loess[J].Journal of Hydraulic Engineering,2014,45(Supp.2):14-18.
[234]谷琪,王家鼎,司冬冬,等.不同含水率下黄土冻融循环对湿陷性影响探[J].岩土工程学报,2016,38(7):1187-1192.GU Qi,WANG Jia-ding,SI Dong-dong,et al.Effect of freeze-thaw cycles on collapsibility of loess under different moisture contents[J].Chinese Journal of Geotechnical Engineering,2016,38(7):1187-1192.
[235]MA T T,WEI C F,XIA X L,et al.Soil freezing and soil water retention characteristics:their connection and solute effects[J].Journal of Performance of Constructed Facilities,ASCE,2015.
[236]曾志雄,孔令伟,李晶晶,等.干湿-冻融循环下延吉膨胀岩的力学特性及其应力-应变归一化[J].岩土力学,2018,39(8):2895-2904.ZENG Zhi-xiong,KONG Ling-wei,LI Jing-jing,et al.Mechanical properties and normalized stress-strain behaviour of Yanji swelling rock under wetting-drying-freezing-thawing cycles[J].Rock and Soil Mechanics,2018,39(8):2895-2904.
[237]黄雪峰,李佳,崔红,等.非饱和原状黄土垂直高边坡潜在土压力原位测试试验研究[J].岩土工程学报,2010,32(4):500-506.HUANG Xue-feng,LI Jia,CUI Hong,et al.Distribution characteristics of earth pressure for unsaturated intacted loesss[J].Chinese Journal of Geotechnical Engineering,2010,32(4):500-506.
[238]李加贵,陈正汉,黄雪峰,等.原状非饱和Q3黄土的土压力原位测试和强度特性研究[J].岩土力学,2010,31(2):433-440.LI Jia-gui,CHEN Zheng-han,HUANG Xue-feng,et al.Insite test on earth pressure and saturating collapse test for unsaturated loess Q3 on high slope[J].Rock and Soil Mechanics,2010,31(2):433-440.
[239]邵生俊,褚峰,陆嫄,等.一种伺服液压加载双室三轴仪的研制与开发[J].岩土力学,2015,36(增刊1):691-696.SHAO Sheng-jun,CHU Feng,LU Yuan,et al.Development of new double cell triaxial apparatus controlled by hydraulic servo[J].Rock and Soil Mechanics,2015,36(Supp.1):691-696.
[240]郭楠,陈正汉,杨校辉,等.重塑黄土的湿化变形规律及其细观结构演化特性研究[J].西南交通大学学报,2018,54(1):74-83.GUO Nan,CHEN Zheng-han,YANG Xiao-hui,et al.Research on wetting-deformation regularity and micro-structure evolution characteristics of remolded loess in the process of triaxial soaking tests[J].Journal of Southwest Jiaotong University,2018,54(1):75-84.
[241]张爱军,邢义川,汪海涛,等.基于增湿变形的渠道工程黄土渠基湿陷性评价方法[J].水利学报,2017,48(1):41-51.ZHANG Ai-jun,XING Yi-chuan,WANG Hai-tao,et al.Evaluation method for collapsibility of channel engineering with loess foundation based on moistening deformation[J].Journal of Hydraulic Engineering,2017,48(1):41-51.
[242]王松鹤,骆亚生.黄土三轴剪切蠕变特性研究[J].岩土工程学报,2010,32(10):1633-1637.WANG Song-he,LUO Ya-sheng.Triaxial shear creep characteristics of loess[J].Chinese Journal of Geotechnical Engineering,2010,32(10):1633-1637.
[243]王鹏程,骆亚生,张希栋,等.分级加卸载条件下Q3黄土三轴蠕变特性研究[J].地下空间与工程学报,2014,10(6):1237-1242.WANG Peng-cheng,LUO Ya-sheng,ZHANG Xi-dong,et al.Research on the triaxial creep characteristics of Q3loess under loading and unloading by steps[J].Journal of Underground Space and Engineering,2014,10(6):1237-1242.
[244]王鹏程,骆亚生,胡连信,等.重塑黄土三轴蠕变特性研究及模型分析[J].岩土力学,2015,36(6):1627-1632.WANG Peng-cheng,LUO Ya-sheng,HU Lian-xin,et al.Research on triaxial creep characteristics and models of remolded loess[J].Rock and Soil Mechanics,2015,36(6):1627-1632.
[245]胡连信,骆亚生.平面蠕变仪的改造及黄土平面蠕变试验[J].人民黄河,2015,37(5):122-124.HU Lian-xin,LUO Ya-sheng.Reformation for plane creepmeter and plane creep tests of loess[J].Yellow River,2015,37(5):122-124.
[246]黄雪峰,陈正汉,哈双,等.大厚度自重湿陷性黄土场地湿陷变形特征的大型现场浸水试验研究[J].岩土工程学报,2006,28(3):382-389.HUANG Xue-feng,CHEN Zheng-han,HA Shuang,et al.Large areal field immersion tests on characteristics of deformation of self weight collapse loess under overburden pressure[J].Chinese Journal of Geotechnical Engineering,2007,28(3):382-389.
[247]黄雪峰,陈正汉,哈双,等.大厚度自重湿陷性黄土中灌注桩承载性状与负摩阻力的试验研究[J].岩土工程学报,2007,29(3):338-346.HUANG Xue-feng,CHEN Zheng-han,HA Shuang,et al.Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness[J].Chinese Journal of Geotechnical Engineering,2007,29(3):338-346.
[248]王小军,米维军,熊治文,等.郑西客运专线黄土地基湿陷性现场浸水试验研究[J].铁道学报,2012,34(1):83-90.WANG Xiao-jun,MI Wei-jun,XIONG Zhi-wen,et al.Water immersion field tests of collapsibility of loess foundation of Zhengzhou-Xi’an passenger dedicated line[J].Journal of the China Railway Society,2012,34(1):83-90.
[249]郑建国,邓国华,刘争宏,等.黄土湿陷性分布不连续对湿陷变形的影响研究[J].岩土工程学报,2015,37(1):165-170.ZHENG Jian-guo,DENG Guo-hua,LIU Zheng-hong,et al.Influence of discontinuous distribution of collapsible loess on its deformation[J].Chinese Journal of Geotechnical Engineering,2015,37(1):165-170.
[250]武小鹏,楚华栋,屈耀辉,等.自重湿陷性黄土下限深度判定方法探讨[J].西北地震学报,2011,33(增刊2):218-222.WU Xiao-peng,CHU Hua-dong,QU Yao-hui,et al.Discussion on judging methods for the maximum depth[J].Northwestern Seismological Journal,2011,33(Supp.1):218-222.
[251]黄雪峰,张广平,姚志华,等.大厚度自重湿陷性黄土湿陷变形特性水分入渗规律及地基处理方法研究[J].岩土力学,2011,32(增刊2):100-108.HUANG Xue-feng,ZHANG Guang-ping,YAO Zhi-hua,et al.Research on deformation,permeability regularity and foundation treatment method of dead-weight collapse loess with heavy section[J].Rock and Soil Mechanics,2011,32(Supp.2):100-108.
[252]姚志华,黄雪峰,陈正汉,等.兰州地区大厚度自重湿陷性黄土场地浸水试验综合观测研究[J].岩土工程学报,2012,34(1):65-74.YAO Zhi-hua,HUANG Xue-feng,CHEN Zheng-han,et al.Comprehensive soaking tests on self-weight collapse loess with heavy section in Lanzhou region[J].Chinese Journal of Geotechnical Engineering,2012,34(1):65-74.
[253]马闫,王家鼎,彭淑君,等.大厚度黄土自重湿陷性场地浸水湿陷变形特征研究[J].岩土工程学报,2014,36(3):537-546.MA Yan,WANG Jia-ding,PENG Shu-jun,et al.Immersion tests on characteristics of deformation of self-weight collapsible loess under overburden pressure[J].Chinese Journal of Geotechnical Engineering,2014,36(3):537-546.
[254]武小鹏.基于试坑浸水试验的大厚度黄土地基湿陷及渗透特性研究[D].兰州:兰州大学,2016.WU Xiao-peng.Study on the characteristics of collapse and permeability of large thickness loess ground based on water immersion test[D].Lanzhou:Lanzhou University,2016.
[255]张爱军,邢义川,胡新丽,等.伊犁黄土强烈自重湿陷性的影响因素试验分析[J].岩土工程学报,2016,38(Supp.2):117-122.ZHANG Ai-jun,XING Yi-chuan,HU Xin-li,et al.Influence factors of strong self-weight collapsibility of Ili loess[J].Chinese Journal of Geotechnical Engineering,2016,38(Supp.2):117-122.
[256]ZHANG A J,XING Y C,HU X L,et al.Experimental study on characteristics of the collapsibility of Ili loess[C]//Unsaturated Soil Mechanics-from Theory to Practice.London:Tayior&Francis Group,2015:117-126.
[257]邢义川,金松丽,赵卫全,等.基于离心模型试验的黄土湿陷试验新方法研究[J].岩土工程学报,2017,39(3):389-398.XING Yi-chuan,JIN Song-li,ZHAO Wei-quan,et al.New experimental method for loess collapsibility using centrifugal model tests[J].Chinese Journal of Geotechnical Engineering,2017,39(3):389-398.
[258]关亮.预留湿陷量的大厚度自重湿陷性黄土复合地基的变形特性研究[D].重庆:后勤工程学院,2012.GUAN Liang.Research on deformation behavior of composite foundation of self-weight collapse loess with large thickness and reserved collapse settlement[D].Chongqing:Logistic Engineering University,2012.
[259]刘争宏,郑建国,于永堂.湿陷性黄土场地PHC桩竖向承载性状试验研究[J].岩土工程学报,2010,32(增刊2):111-114.LIU Zheng-hong,ZHENG Jian-guo,YU Yong-tang.Vertical bearing behaviors of PHC piles in collapsible loess[J].Chinese Journal of Geotechnical Engineering,2010,32(Supp.2):111-114.
[260]刘争宏,郑建国.桩基内力长期监测中的蠕变影响分析[J].岩土力学,2013,34(5):1391-1396.LIU Zheng-hong,ZHENG Jian-guo.Analysis of creep influence in long-term pile stress test[J].Rock and Soil Mechanics,2013,34(5):1391-1396.
[261]刘争宏,郑建国,张继文,等.湿陷性黄土地区桥梁桩基工后沉降计算方法研究[J].岩土工程学报,2014,36(2):320-326.LIU Zheng-hong,ZHENG Jian-guo,ZHANG Ji-wen,et al.Method for post-construction settlement of pile foundation of bridges in collapsible loess area[J].Chinese Journal of Geotechnical Engineering,2014,36(2):320-326.
[262]王恭先.大型黄土滑坡灾害的识别、评判和防治技术[C]//第二届全国非饱和土与特殊土力学及工程学术研讨会论文摘要汇编.兰州:[出版社不详],2017:1-9.WANG Gong-xian.Recognition,judge and prevention technique for major loess landslip[C]//Proceedings of 2nd National Conference on Mechanics&Application of Unsaturated Soils and Special Soils.Lanzhou:[s.n.],2017:1-9.
[263]谷天峰,王家鼎,王念秦.吕梁机场黄土滑坡特征及其三维稳定性分析[J].岩土力学,2013,34(7):2009-2016.GU Tian-feng,WANG Jia-ding,WANG Nian-qin.Geological features of loess landslide at Lüliang airport and its 3D stability analysis[J].Rock and Soil Mechanics,2013,34(7):2009-2016.
[264]谷天峰,王家鼎.GIS在黄土工程地质中的应用[M].北京:地震出版社,2013.GU Tian-feng,WANG Jia-ding.Applications of GIS on loess engineering geology[M].Beijing:Seismological Press,2013.
[265]胡晋川,谢永利,王文生.黄土公路阶梯状高路堑边坡稳定性研究[J].岩石力学与工程学报,2010,29(增刊1):3093-3100.HU Jin-chuan,XIE Yong-li,WANG Wen-sheng.Study of stability characteristics of multistair high cut slope in loess highway[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3093-3100.
[266]邢义川,张爱军,安鹏,等.南水北调中线穿黄工程南岸明渠高边坡稳定性研究[J].南水北调与水利科技,2014,72(3):148-151.XING Yi-chuan,ZHANG Ai-jun,AN Peng,et al.Stability of high stope in open channel on south bank for crossing the Yellow River project in the middle route of South-to-North Water Diversion on project[J].South-to-North Water Transfers and Water Science&Technology,2014,72(3):148-151.
[267]邢义川,李振,安鹏.南水北调中线穿黄工程南岸黄土强度特性研究[J].南水北调与水利科技,2014,71(2):129-131.XING Yi-chuan,LI Zhen,AN Peng.Stability of high stope in open channel on south bank for crossing the Yellow River project in the middle route of South-to-North Water Diversion project[J].South-to-North Water Transfers and Water Science&Technology,2014,71(2):129-131.
[268]邹维列,李聪,汪建峰,等.非饱和路堤对加载和降雨入渗响应的模型试验研究[J].岩土工程学报,2009,31(10):1512-1519.ZOU Wei-lie,LI Cong,WANG Jian-feng,et al.Model tests on responses of unsaturated road-embankments to loading and rainfall infiltration[J].Chinese Journal of Geotechnical Engineering,2009,31(10):1512-1519.
[269]广东华路交通科技有限公司.路基内部水分迁移特性研究[R].广州:广东华路交通科技有限公司,2011.Guangdong Hualu Corporation of Transportation Technology.Research on the migration behavior of water in embankment[R].Guangzhou:Guangdong Hualu Corporation of Transportation Technology,2011.
[270]武彩萍,骆亚生,陈伟,等.降雨对黄土裸坡坡面形态影响的室内模型试验[J].水土保持通报,2013,33(1):115-119.WU Cai-ping,LUO Ya-sheng,CHEN Wei,et al.Indoor model experiment for rainfall effect on loess slope shape[J].Bulletin of Soil and Water Conservation,2013,33(1):115-119.
[271]翁效林,马豪豪,梁东平.差异沉降条件下黄土拓宽路基协调机制模型试验研究[J].岩石力学与工程学报,2013,32(增刊2):4002-4008.WENG Xiao-lin,MA Hao-hao,LIANG Dong-ping,et al.Model experimental study of loess widened embankment coordination mechanism under conditions of differential settlement[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):4002-4008.
[272]DONG Jian-hua,ZHU Yan-peng,ZHOU Yong,et al.Dynamic calculation model and seismic response for frame supporting structure with prestressed anchors[J].Science China(Technological Science),2010,53(7):1957-1966.
[273]朱彦鹏,董建华.柔性支挡结构的静动力稳定性分析[M].北京:科学出版社,2015.ZHU Yan-peng,DONG Jian-hua.Static and dynamic stability analysis of flexible retaining structure[M].Beijing:Science Press,2015.
[274]叶帅华,朱彦鹏,王邓峮,等.框架-预应力锚杆-土体系统地震动相互作用分析模型及地震响应分析[J].土木工程学报,2014,47(5):102-109.YE Shuai-hua,ZHU Yan-peng,WANG Deng-qun,et al.Seismic interaction analysis model and seismic response analysis of frame-prestressed anchor-soil system[J].China Civil Engineering Journal,2014,47(5):102-109.
[275]杨校辉,朱彦鹏,郭楠,等.西北地区某大型深基坑群优化设计与施工分析[J].岩土工程学报,2014,35(增刊2):165-173.YANG Xiao-hui,ZHU Yan-peng,GUO Nan,et al.Optimization design and construction of large deep foundation pit groups in northwestern areas of China[J].Chinese Journal of Geotechnical Engineering,2014,35(Supp.2):165-173.
[276]周勇,王栋良,王鑫.考虑降雨影响的框锚支护结构稳定性动态分析[J].铁道工程学报,2015,32(5):23-29.ZHOU Yong,WANG Dong-liang,WANG Xin.The Dynamic analysis of stability on the frame supporting structure with prestressed anchors considering the rainfall influence[J].Journal of Railway Engineering Society,2015,32(5):23-29.
[277]来弘鹏,谢永利,刘苗,等.黄土地区浅埋暗挖地铁隧道衬砌受力分析[J].岩土工程学报,2011,33(8):1167-1172.LAI Hong-peng,XIE Yong-li,LIU Miao,et al.Mechanical characteristics for linings of shallow excavation metro tunnel in loess region[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1167-1172.
[278]来弘鹏,郑甲佳,谢永利.黄土地区浅埋暗挖地铁隧道围岩压力特征研究[J].铁道学报,2012,34(3):99-104.LAI Hong-peng,ZHENG Jia-jia,XIE Yong-li.Study on characteristics of surrounding rock pressure of under cut metro tunnel with shallow buried excavation in loess region[J].Journal of the China Railway Society,2012,34(3):99-104.
[279]魏学温.膨胀土的湿胀变形与结构损伤演化特性研究[D].重庆:后勤工程学院,2007.WEI Xue-wen.Swelling deformation and structural damage evolvement properties of expansive soils[D].Chongqing:Logistic Engineering University,2007.
[280]李振,邢义川,张爱军.膨胀土的浸水变形特性[J].水利学报,2005,36(11):1385-1391.LI Zhen,XING Yi-chuan,ZHANG Ai-jun.Water immersion deformation characteristics of expansive soil[J].Journal of Hydraulic Engineering,2005,36(11):1385-1391.
[281]李振,邢义川,周俊.膨胀土两种不同条件下抗剪强度比较[J].水力发电学报,2009,28(1):165-170.LI Zhen,XING Yi-chuan,ZHOU Jun.Comparison with shear strength of the expansive soil under two different conditions[J].Journal of Hydroelectric Engineering,2009,28(1):165-170.
[282]李雄威,孔令伟,郭爱国,等.考虑水化状态影响的膨胀土强度特性[J].岩土力学,2008,29(12):3193-3199.LI Xiong-wei,KONG Ling-wei,GUO Ai-guo,et al.Strength characteristics of expansive soil considering effect of hydrous state[J].Rock and Soil Mechanics,2008,29(12):3193-3199.
[283]孔令伟,李雄威,郭爱国,等.脱湿速率影响下的膨胀土工程性状与持水特征初探[J].岩土工程学报,2009,31(3):335-340.KONG Ling-wei,LI Xiong-wei,GUO Ai-guo,et al.Preliminary study on engineering behaviors and water retention characteristics of expansive soil under influence of drying rate[J].Chinese Journal of Geotechnical Engineering,2009,31(3):335-340.
[284]周葆春,孔令伟,郭爱国.不同水化状态下的压实膨胀土应力-应变-强度特征[J].岩土力学,2012,33(3):641-651.ZHOU Bao-chun,KONG Ling-wei,GUO Ai-guo.Stress-strain-strength behaviour of compacted expansive soil under different hydration states[J].Rock and Soil Mechanics,2012,33(3):641-651.
[285]李新明,孔令伟,郭爱国,等.考虑超固结比和应力速率影响的膨胀土卸荷力学特性研究[J].岩土力学,2013,34(增刊2):121-127.LI Xin-ming,KONG Ling-wei,GUO Ai-guo,et al.Effects of over consolidation ratio and stress rate on unloading mechanical behavior of expansive clay[J].Rock and Soil Mechanics,2013,34(Supp.2):121-127.
[286]李新明.膨胀土超固结应力释放的力学性状与堑坡稳定性分析[D].武汉:中国科学院大学,2014.LI Xin-ming.Mechanical properties of stress release in overconsolidation of expansive soil and analysis of graben slope stability[D].Wuhan:University of Chinese Academy of Sciences,2014.
[287]ZOU Wei-lie,ZHANG Jun-feng,VANAPALLI S K.Determination of the modulus of elasticity and suction modulus of compacted unsaturated expansive clay from Nanyang,China[C]//UNSAT2014,Unsaturated Soils:Research&Applications.Sydney:[s.n.],2014:1741-1748.
[288]黄紹鏗,柯尊敬,范秋雁,等.天然膨胀土边坡现场气象、吸力、含水量、土层变形综合观测[C]//中加非饱和土研讨会,武汉:[出版社不详],1994:184-193.HUANG Shao-geng,KE Zun-jing,FAN Qiu-yan,et al.Comprehensive observation of weather,suction,water content and deformation of expansive soil slope profile[C]//Sino-Canadian Symposium on Unsaturated/Expansive Soils.Wuhan:[s.n.],1994:184-193.
[289]孔令伟,陈建斌,郭爱国,等.大气作用下膨胀土边坡的现场响应试验研究[J].岩土工程学报,2007,29(7):1065-1073.KONG Ling-wei,CHEN Jian-bin,GUO Ai-guo,et al.Field response tests on expansive soil slopes under atmosphere[J].Chinese Journal of Geotechnical Engineering,2007,29(7):1065-1073.
[290]李雄威,孔令伟,郭爱国.气候影响下膨胀土工程性质的原位响应特征试验研究[J].岩土力学,2009,30(7):2069-2074.LI Xiong-wei,KONG Ling-wei,GUO Ai-guo.Field response characteristic test of expansive soil engineering behavior under effect of atmosphere[J].Rock and Soil Mechanics,2009,30(7):2069-2074.
[291]中国水利水电科学研究院.非饱和特殊土的强度变形理论及其工程应用[R].北京:中国水利水电科学研究院,2011.Science China Institute of Water Resources and Hydropower Research.Strength deformation theory of unsaturated special soil and its engineering application[R].Beijing:Science China Institute of Water Resources and Hydropower Research,2011.
[292]程永辉,程展林,张元斌.降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J].岩土工程学报,2011,33(增刊1):416-421.CHENG Yong-hui,CHENG Zhan-lin,ZHANG Yuan-bin.Centrifugal model tests on expansive soil slope under rainfall[J].Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):416-421.
[293]程展林,丁金华,饶锡保,等.膨胀土边坡物理模型试验研究[J].岩土工程学报,2014,36(4):716-723.CHENG Zhan-lin,DING Jin-hua,RAO Xi-bao,et al.Physical model tests of expansive soil slope[J].Chinese Journal of Geotechnical Engineering,2014,36(4):716-723.
[294]程展林,龚壁卫.膨胀土边坡[M].北京:科学出版社,2015.CHENG Zhan-lin,GONG Bi-wei.Expansive soil slope[M].Beijing:Science Press,2015.
[295]陈善雄,赵旻,冷星火,等.强膨胀土渠坡破坏机理及处理技术[M].北京:科学出版社,2016.CHEN Shan-xiong,ZHAO Min,LENG Xing-huo,et al.Failure mechanism and treatment technology of cannel slope of strong expansion soil[M].Beijing:Science Press,2016.
[296]杨果林,滕珂,秦朝辉.膨胀土侧向膨胀力原位试验研究[J].中南大学学报(自然科学版),2014,45(7):2326-2332.YANG Guo-lin,TENG Ke,QIN Zhao-hui.An in-situ experimental research of lateral swelling pressure on expansive soils[J].Journal of Central South University(Science and Technology),2014,45(7):2326-2332.
[297]杨果林,王亮亮.膨胀土路堑全封闭基床结构型式及其动力模型试验[J].铁道学报,2015,46(11):104-109.YANG Guo-lin,WANG Liang-liang.Structure and dynamic model test of fully-closed railway subgrade in swelling soil cutting[J].Journal of the China Ralilway Society,2015,46(11):104-109.
[298]赵金刚,王家鼎,谷天峰,等.降雨-蒸发循环作用下膨胀土填方边坡变形特征与机理研究[J].自然灾害学报,2013,22(6):116-124.ZHAO Jin-gang,WANG Jia-ding,GU Tian-feng,et al.Study on deformation characteristic and mechanism of expansive soil fill slope under precipitation-evaporation cycle[J].Journal of Natural Disasters,2013,22(6):116-124.
[299]TANG L S,ZHAO Z L,LUO Z G,et al.How significant are tension cracks in cohesive slopes[J].Journal of Rock Mechanics and Geotechnical Geotechnical Engineering,2019,11(1):653-668.
[300]李又云,谢永利,刘保健.路基压实黄土动力特性的试验研究[J].岩石力学与工程学报,2009,28(5):1037-1046.LI You-yun,XIE Yong-li,LIU Bao-jian.Expeimental research on dynamic characteristics of roadbed compaction loess[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(5):1037-1046.
[301]谷天峰,王家鼎,任权,等.循环荷载作用下黄土边坡变形研究[J].岩石力学与工程学报,2009,28(增刊1):3156-3162.GU Tian-feng,WANG Jia-ding,REN Quan,et al.Study on deformation of loess slope under cyclic load[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):3156-3162.
[302]吴志坚,王兰民,陈拓,等.汶川地震远场黄土场地地震动场地放大效应机制研究[J].岩土力学,2012,33(12):3736-3740.WU Zhi-jian,WANG Lan-min,CHEN Tuo,et al.Study of mechanism of site amplification effects on ground motion in far field loess during Wenchuan Ms8.0earthquake[J].Rock and Soil Mechanics,2012,33(12):3736-3740.
[303]言志信,张学东,张森,等.地震作用下边坡的共振响应研究[J].工程抗震与加固改造,2011,33(1):6-11.YAN Zhi-xin,ZHANG Xue-dong,ZHANG Sen,et al.Study on seismic resonance effect of slope[J].Earthquake Resistant Engineering and Retrofitting,2011,33(1):6-11.
[304]言志信,郭斌,张学东,等.黄土边坡动力响应分析[J].防灾减灾工程学报,2012,32(5):629-635.YAN Zhi-xin,GUO Bin,ZHANG Xue-dong,et al.Dynamic response analysis of loess slope[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(5):629-635.
[305]言志信,郭斌,贺香,等.多级边坡平台宽度对边坡地震动力响应及破坏机制的影响[J].岩土力学,2012,33(增刊2):352-358.YAN Zhi-xin,GUO Bin,HE Xiang,et al.Study of effect of platform width on dynamic response and failure mechanism of stepped slopes under earthquake[J].Rock and Soil Mechanics,2012,33(Supp.2):352-358.
[306]王志杰,骆亚生,王瑞瑞,等.不同地区原状黄土动剪切模量与阻尼比试验研究[J].岩土工程学报,2010,32(9):1464-1469.WANG Zhi-jie,LUO Ya-sheng,WANG Rui-rui,et al.Experimental study on dynamic shear modulus and damping ratio of undisturbed loess in different regions[J].Chinese Journal of Geotechnical Engineering,2010,32(9):1464-1469.
[307]王志杰,骆亚生.初始主应力方向角对黄土动变形特性影响研究[J].地震工程与工程振动,2013,33(1):184-191.WANG Zhi-jie,LUO Ya-sheng.Effects of initial angles of principal stresses on dynamic deformation properties of loess[J].Journal of Earthquake Engineering and Engineering Vibration,2013,33(1):184-191.
[308]张希栋,骆亚生.双向动荷载下黄土的动剪切模量特性研究[J].岩土力学,2015,36(9):2591-2598.ZHANG Xi-dong,LUO Ya-sheng.Study of dynamic shear modulus of loess under bidirectional dynamic loads[J].Rock and Soil Mechanics,2015,36(9):2591-2598.
[309]LU ZHENG,YAO HAILIN,WU WANPING,et al.Dynamic stress and deformation of a layered road structure under vehicle traffic loads:experimental measurements and numerical calculations[J].Soil Dynamics and Earthquake Engineering,2012,39:100-112.
[310]LU ZHENG,YAO HAILIN,HU ZHI.Dynamic response of a pavement-subgrade-soft ground system subjected to moving traffic load[J].Journal of Vibroengineering,2014,16(1):219-233.
[311]LU ZHENG,HU ZHI,YAO HAILIN,et al.An analytical method for evaluating highway embankment responses with consideration of dynamic wheel-pavement interactions[J].Soil Dynamics and Earthquake Engineering,2016,83:135-147.
[312]NG C W W,ZHOU C.Cyclic behaviour of an unsaturated silt at various suctions and temperatures[J].Géotechnique,2014,64(9):709-720.
[313]冯怀平,王志鹏,常建梅,等.重载铁路基床动力湿化特性试验研究[J].土木工程学报,2015,48(增刊2):236-240.FENG Huai-ping,WANG Zhi-peng,CHANG Jian-mei,et al.Experimental study on dynamic slaking deformation characteristics of heavy haul railway subgrade soil[J].China Civil Engineering Journal,2015,48(Supp.2):236-240.
[314]詹良通,李鹤,陈云敏.东南沿海残积土地区降雨诱发型滑坡预报雨强-历时曲线的影响因素分析[J].岩土力学,2012,33(3):872-880.ZHAN Liang-tong,LI He,CHEN Yun-min.Parametric analyses of intensity-duration curve for predicting rainfall-induced landslides in residual soil slope in southeastern coastal areas of China[J].Rock and Soil Mechanics,2012,33(3):872-880.
[315]詹良通,刘小川,泰培,等.降雨诱发粉土边坡失稳的离心模型试验及雨强-历时警戒曲线的验证[J].岩土工程学报,2014,36(10):1784-1790.ZHAN Liang-tong,LIU Xiao-chuan,TAI Pei,et al.Centrifuge modelling of rainfall-induced slope failure in silty soils and validation of intensity-duration curves[J].Chinese Journal of Geotechnical Engineering,2014,36(10):1784-1790.
[316]陈伟,骆亚生,武彩萍.人工降雨作用下黄土边坡的室内模型试验研究[J].中国农村水利水电,2013,(5):100-104.CHEN Wei,LUO Ya-sheng,WU Cai-ping.The laboratory model test study of loess slope under the artificial rainfall[J].China Rural Water and Hydropower,2013,(5):100-104.
[317]陈海霞,王家鼎.延安地区降雨引发黄土泥流的试验研究[J].水土保持通报,2013,33(2):39-42.CHEN Hai-xia,WANG Jia-ding.Experimental study on loess mudflow induced by rainfall in Yan’an area[J].Bulletin of Soil and Water Conservation,2013,33(2):39-42.
[318]何思明,沈均,吴永.滚石冲击荷载下棚洞结构动力响应[J].岩土力学,2011,32(3):781-788.HE Si-ming,SHEN Jun,WU Yong.Rock shed dynamic response to impact of rock-fall[J].Rock and Soil Mechanics,2011,32(3):781-788.
[319]HE S M,OUYANG C,LIU W,et al.Coupled model of two-phase debris flow,sediment transport and morphological evolution[J].Acta Geologica Sinica(English Edition),2016,90(6):2206-2215.
[320]LIU W,HE S M,LI X,et al.Two-dimensional landslide dynamic simulation based on a velocity-weakening friction law[J].Landslides,2016,13(5):957-965.
[321]LIU W,HE S M.A two-layer model for simulating landslide dam over mobile river beds[J].Landslides,2016,13(3):565-576.
[322]KONG LINGWEI,BAI WEI,GUO AIGUO.Effects of cracks on the electrical conductivity of a fissured laterite:a combined experimental and statistical study[J].Geotechnical Testing Journal,2012,35(6):870-878.
[323]谈云志,孔令伟,郭爱国,等.压实红黏土的湿化变形试验研究[J].岩土工程学报,2011,33(3):483-489.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Experimental study on wetting deformation of compacted laterite[J].Chinese Journal of Geotechnical Engineering,2011,33(3):483-489.
[324]谈云志,孔令伟,郭爱国,等.压实过程对红黏土的孔隙分布影响研究[J].岩土力学,2010,31(5):1427-1430.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Research on effect of compaction on pore size distribution of laterite soil[J].Rock and Soil Mechanics,2010,31(5):1427-1430.
[325]谈云志,孔令伟,郭爱国,等.压实红黏土的持水性能与机制分析[J].岩土力学,2011,32(增刊1):334-338.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Analysis of water holding capacity and mechanism of compacted laterite soil[J].Rock and Soil Mechanics,2011,32(Supp.1):334-338.
[326]谈云志,喻波,刘晓玲,等.压实红黏土失水收缩过程的孔隙演化规律[J].岩土力学,2015,36(2):369-375.TAN Yun-zhi,YU Bo,LIU Xiao-ling,et al.Pore size evolution of compacted lateriteunder desiccation shrinkage process effects[J].Rock and Soil Mechanics,2015,36(2):369-375.
[327]曾召田,赵艳林,吕海波,等.运行模式对地埋管换热器热交换性能的影响试验[J].可再生能源,2016,34(5):737-744.ZENG Zhao-tian,ZHAO Yan-lin,LüHai-bo,et al.Experimental study on operation modes impact on heat exchange performance of ground heat exchanger[J].Renewable Energy Resources,2016,34(5):737-744.
[328]曾召田,徐云山,赵艳林,等.岩溶区地源热泵系统土壤热湿迁移实验平台研制[J].广西大学学报(自然科学版),2016,41(1):178-186.ZENG Zhao-tian,XU Yun-shan,ZHAO Yan-lin,et al.Development of experimental platform on soil heat and moisture migration of ground source heat pump system in karst region[J].Journal of Guangxi University(Natural Science Edition),2016,41(1):178-186.
[329]ZENG Z T,ZHAO Y L,LU H B,et al.Development of test-bed and model test for one-dimensional heat and moisture transfer in soils[C]//Proceeding of the 6th Asia-Pacific Conference on Unsaturated Soils.London:Taylor&Francis,2015.
[330]杨果林,刘晓红.高速铁路无砟轨道红黏土地基沉降控制与动力稳定性[M].北京:中国铁道出版社,2010.YANG Guo-lin,LIU Xiano-hong.Foundation settlement control and dynamic stability of high-speed railway ballastless track in red clay[M].Beijing:China Railway Publishing House,2010.
[331]高江平.盐渍土工程与力学性质研究进展[J].力学与实践,2011,33(4):1-7.GAO Jiang-ping.Research progress in engineering and mechanical properties of the saline soil[J].Mechanics in Engineering,2011,33(4):1-7.
[332]李振,邢义川,张宏.盐渍土冻胀性的试验研究[J].西北农林科技大学学报(自然科学版),2005,33(7):73-76.LI Zhen,XING Yi-chuan,ZHANG Hong.Experimental study on frost heaving of saline soil[J].Joural of Northwest Sci-Tech University of Agriculture and Forestry(Natural Science Edition),2005,33(7):73-76.
[333]牛玺荣,高江平.综合考虑盐胀和冻胀时硫酸盐渍土体积变化关系式的建立[J].岩土工程学报,2015,37(4):755-760.NIU Xi-rong,GAO Jiang-ping.Expression for volume change of sulphate saline soil considering salt expnsion and frost heave[J].Chinese Journal of Geotechnical Engineering,2015,37(4):755-760.
[334]黄雪峰,邱爽,付正锋,等.宁南黄河灌区硫酸盐盐渍土盐胀规律及特性研究[J].四川建筑科学研究,2010,36(6):114-117.HUANG Xue-feng,QIU Shuang,FU Zheng-feng,et al.Study in the salt expansion and characteristic of ulfate saline soil in Ningnan irrigation area of the Yellow River in Ningxia[J].Sichuan Building Science,2010,36(6):114-117.
[335]黄雪峰,张沛然,杨校辉,等.盐渍土盐胀特性与水热状态变化特征试验研究[J].水利与建筑工程学报,2016,14(6):184-189.HUANG Xue-feng,ZHANG Pei-ran,YANG Xiao-hui,et al.Experimental research on salt expansion law of saline soil and the change characteristics under different water thermal conditions[J].Journal of Water Resources and Architectural Engineering,2016,14(6):184-189.
[336]张伟,陈正汉,黄雪峰,等.硫酸盐渍土的力学和细观特性试验研究[J].建筑科学,2012,9(4):372-375.ZHANG Wei,CHEN Zheng-han,HUANG Xue-feng,et al.Research on mechanical and microscopical characteristics of sulfate saline soil[J].Building Science,2012,9(4):372-375.
[337]张沛然,黄雪峰,杨校辉,等.盐渍土水热场耦合效应与盐胀变形试验研究[J].岩土力学,2018,39(5):1619-1624.ZHANG Pei-ran,HUANG Xue-feng,YANG Xiao-hui,et al.Experiment on coupling effect of water and thermal field and salt-expansion deformation of salty soil[J].Rock and Soil Mechanics,2018,39(5):1619-1624.
[338]张莎莎,王永威,杨晓华,等.砾类亚硫酸盐渍土盐胀率的简化预测模型[J].中国公路学报,2015,28(11):1-14.ZHANG Sha-sha,WANG Yong-wei,YANG Xiao-hua,et al.Simplified prediction model of salt expansion rate for gravel sulfite saline soil[J].China Journal of Highway and Transport,2015,28(11):1-14.
[339]张莎莎,杨晓华,张秋美.天然粗粒盐渍土大型路堤模型试验研究[J].岩土工程学报,2012,34(5):842-847.ZHANG Sha-sha,YANG Xiao-hua,ZHANG Qiu-mei.Large-scale model tests on embankment of crude coarse grained saline soil[J].Chinese Journal of Geotechnical Engineering,2012,34(5):842-847.
[340]董晓明,谢永利,李天华,等.粗粒硫酸盐渍土盐胀特性[J].南水北调与水利科技,2011,9(1):40-43.DONG Xiao-ming,XIE Yong-li,LI Tian-hua,et al.Characteristics of salt heaving for coarse-grained sulphate saline soil[J].South-to-North Water Tranfers and Water Science&Technonlogy,2011,9(1):40-43.
[341]李楠.乐雅高速公路冰水堆积土路基填筑工艺及变形研究[D].西安:长安大学,2012.LI Nan.Study on construction technology and deformation regularity of fluvioglacial deposits subgrade in the Leshan-Ya’an highway[D].Xi’an:Chang’an University,2012.
[342]侯召强.冰水堆积土混填路基变形特性研究[D].西安:长安大学,2013.HOU Zhao-qiang.Study on deformation characteristics of fluvioglacial deposits filling sub-grade[D].Xi’an:Chang’an University,2013.
[343]XU X B,ZHAN L T,CHEN Y M,et al.Intrinsic and relative permeabilities of shredded municipal solid wastes from the Qizishan landfill,China[J].Canadian Geotechnical Journal,2014,51(12):1243-1252.
[344]ZHAN L T,XU X B,CHEN Y M,et al.Dependence of gas collection efficiency on leachate level at wet municipal solid waste landfills and its improvement methods in China[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2015,141(4).
[345]CHEN Y M,ZHAN L T,LI Y C.Development of leachate mounds and control of leachate-related failures at MSW landfills in humid regions[C]//Proceedings of the6th International Congress on Environmental Geotechnics.New Delhi:[s.n.],2010:76-98.
[346]黄四平,金龙,胡再强.火烧对汉阳陵土微结构的影响[J].土壤通报,2013,44(6):1337-1342.HUANG Si-ping,JIN Long,HU Zai-qiang.The influence on structure and microstructure of soil burned or roasted from Hanyang Mausoleum of the Han Dynasty[J].Journal of Soil Science,2013,44(6):1337-1342.
[347]黄四平,胡再强,王肃.西安明城墙土体微溶盐-可溶盐测试与分析[J].咸阳师范学院学报,2014,29(4):18-21.HUANG Si-ping,HU Zai-qiang,WANG Su.Analysis on the slightly soluble salt and the soluble salt in Xi’an city wall[J].Journal of Xianyang Normal University,2014,29(4):18-21.
[348]胡再强,于淼,李宏儒.人工制备遗址土力学特性试验研究[J].岩石力学与工程学报,2016,35(9):1914-1923.HU Zai-qiang,YU Miao,LI Hong-ru,et al.Experimental study on characteristics of artificial soil ruins[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(9):1914-1923.
[349]樊恒辉,李洪良,赵高文.黏性土的物理化学及矿物学性质与分散机理[J].岩土工程学报,2012,34(9):1760-1765.FAN Heng-hui,LI Hong-liang,ZHAO Gao-wen.Relation among dispersive mechanism,physical-chemical and mineral properties of clayey soil[J].Chinese Journal of Geotechnical Engineering,2012,34(9):1760-1765.
[350]FAN HENGHUI,KONG LINGWEI.Empirical equation for evaluating the dispersivity of cohesive soil[J].Canadian Geotechnical Journal,2013,50(7):989-994.
[351]王中妮,樊恒辉,贺智强.分散性土改性剂对土的分散性和抗拉强度的影响[J].岩石力学与工程学报,2015,34(2):425-432.WANG Zhong-ni,FAN Heng-hui,HE Zhi-qiang.Influence of modifiers on dispersity and tensile strength of dispersive clay[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(2):425-432.
[352]赵高文,樊恒辉,陈华,等.基于黏性土分散机制的分散性土化学改性研究[J].岩土力学,2013,34(增刊2):210-214.ZHAO Gao-wen,FAN Heng-hui,CHEN Hua,et al.Study of chemical modification of dispersive clay based on mechanism of dispersivity of cohesive soil[J].Rock and Soil Mechanics,2013,34(Supp.2):210-214.
[353]方祥位,申春妮,楚剑,等.微生物沉积碳酸钙固化珊瑚砂的试验研究[J].岩土力学,2015,36(10):2773-2779.FANG Xiang-wei,SHEN Chun-ni,CHU Jian,et al.An experimental study of coral sand enhanced through microbially-induced precipitation of calcium carbonate[J].Rock and Soil Mechanics,2015,36(10):2773-2779.
[354]欧益希,方祥位,张楠,等.溶液盐度对微生物固化珊瑚砂的影响[J].后勤工程学院学报,2016,32(1):78-82.OU Yi-xi,FANG Xiang-wei,ZHANG Nan,et al.Influence of solution salinity on microbial biocementation of coral sand[J].Journal of Logistical Engineering University,2016,32(1):78-82.
[355]欧益希,方祥位,申春妮,等.颗粒粒径对微生物固化珊瑚砂的影响[J].水利与建筑工程学报,2016,14(2):35-39.OU Yi-xi,FANG Xiang-wei,SHEN Chun-ni,et al.Influence of particle sizes of coral sand on bio-cementation[J].Journal of Water Resources and Architectural Engineering,2016,14(2):35-39.
[356]刘争宏,廖燕宏,张玉守.罗安达砂物理力学性质初探[J].岩土力学,2010,31(增刊1):121-126.LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou.Preliminary study of physico-mechanical properties of Luanda sand[J].Rock and Soil Mechanics,2010,31(Supp.1):121-126.
[357]于永堂,郑建国,刘争宏.安哥拉Quelo砂抗剪强度特性试验研究[J].岩土力学,2012,33(增刊1):136-140.YU Yong-tang,ZHENG Jian-guo,LIU Zheng-hong.Test study of shear strength properties of Angola Quelo sand[J].Rock and Soil Mechanics,2012,33(Supp.1):136-140.
[358]ZHANG WEI,LIU ZHENGHONG,ZHENG JIANGUO,et al.Experimental study on water sensitivity of the red sand foundation in Angola[C]//IAEG XII Congress2014,Torino:[s.n.],2015,229-235.
[359]后勤工程学院.延安新区高填方的渗流-变形研究[R].重庆:后勤工程学院,2016.Logistic Engineering University.Research on the seepage flow and deformation of high fill in Yanan New Area[R].Chongqing:Logistic Engineering University,2016.
[360]兰州理工大学.非饱和原状黄土垂直边坡主动土压力原位测试研究及其应用[R].兰州:兰州理工大学,2010.Lanzhou University of Technology.Test research in situ on active earth pressure of unsaturated intact loess slope[R].Lanzhou:Lanzhou University of Technology,2010.
[361]詹良通,焦卫国,孔令刚,等.黄土作为西北地区填埋场覆盖层的可行性及设计厚度分析[J].岩土力学,2014,35(12):3361-3369.ZHAN Liang-tong,JIAO Wei-guo,KONG Ling-gang,et al.Feasibility analysis of using loess as soil cover material for landfills in northwest China and its analysis of design thickness[J].Rock and Soil Mechanics,2014,35(12):3361-3369.
[362]ZHAN L T.Moisture and gas flow properties of compacted loess final covers for MSW landfills in northwest China[C]//Proceeding of 6th Asia-Pacific Conference on Unsaturated Soils.Guilin:[s.n.],2015,10:103-116.
[363]ZHAN L T,QIU Q W,XU W J,et al.Field measurement of gas permeability of compacted loess used as an earthen final cover for a municipal solid waste landfill[J].Journal of Zhejiang University-Science A(Applied Physics&Engineering),2016,17(7):541-552.
[364]朱国胜,吴德绪,张家发,等.逆止式排水系统对南水北调中线渠道边坡渗流控制效果研究[J].岩土工程学报,2011,33(增刊1):29-33.ZHU Guo-sheng,WU De-xu,ZHANG Jia-fa,et al.Seepage control effects of check valve drainage system in canal slope of middle route project of South-to-North Water Diversion[J].Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):29-33.
[365]龚壁卫,鞠佳伟,叶艳雀.用电导率测定自由膨胀率的方法研究[J].岩土工程学报,2011,33(8):1280-1283.GONG Bi-wei,JU Jia-wei,YE Yan-que.Correlative researches on free swelling ratio and electrical conductivity of expansive soil[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1280-1283.
[366]肖杰,杨和平,倪啸.北京西六环膨胀岩(土)深路堑柔性支护处治技术[J].中外公路,2010,30(3):38-41.XIAO Jie,YANG He-ping,NI Xiao.Treatment technology for flexible support of deep road raft in Xiliuhuan expansive rock(soil)in Beijing[J].Journal of China&Foreign Highway,2010,30(3):38-41.
[367]杨和平,王静,湛文涛,等.南宁外环膨胀土路基处治技术及设计方案研究[J].岩土力学,2011,32(增刊2):359-365.YANG He-ping,WANG Jing,ZHAN Wen-tao,et al.Study of treatment technology and design scheme of expansive soil subgrade for Nanning outer ring expressway[J].Rock and Soil Mechanics,2011,32(Supp.2):359-365.
[368]杨果林,刘义虎,黄向京.膨胀土处治新技术与工程实践[M].北京:人民交通出版社,2008.YANG Guo-lin,LIU Yi-hu,HUANG Xiang-jing.New treatment technology of expansive soil and engineering practice[M].Beijing:China Communications Press,2008.
[369]邹维列,王钊,陈春红.玻璃钢螺旋锚用于稳定膨胀土渠坡的现场拉拔试验和锚筋的破坏形式[J].岩土工程学报,2009,31(6):970-974.ZOU Wei-lie,WANG Zhao,CHEN Chun-hong.Field pull-out tests and failure model of GFRP screw anchors used to stabilize canal slopes of expansive soils[J].Chinese Journal of Geotechnical Engineering,2009,31(6):970-974.
[370]ZOU WEILIE,WANG XIEQUN,SAI VANAPALLI K.Evaluation of GFRP screw anchors for anchoring applications in geotechnical engineering practice[J].Journal of Materials in Civil Engineering,ASCE,2016,28(7):1-11.
[371]沈泰宇,邢书香,汪时机,等.降低强膨胀土膨胀率提高抗剪强度的复合改良剂筛选[J].农业工程学报,2017,33(2):109-115.SHEN Tai-yu,XING Shu-xiang,WANG Shi-ji,et al.Complex ameliorants screening for reducing swelling ratio and improving shear strength of strong expansive soil[J].Transactions of the Chinese Society of Agricultural Engineering,2017,33(2):109-115.
[372]孙军杰,王兰民,秋仁东,等.基于物理力学机制的黄土震陷数学估算模型[J].工程力学,2012,29(5):53-60.SUN Jun-jie,WANG Lan-min,QIU Ren-dong,et al.Amathematical estimation model for seismic subsidence of loess based on physical-mechanical mechanism[J].Engineering Mechanics,2012,29(5):53-60.
[373]王兰民,袁中夏,汪国烈.饱和黄土场地液化的工程初判和详判指标与方法研究[J].地震工程学报,2013,35(1):1-8.WANG Lan-min,YUAN Zhong-xia,WANG Guo-lie.Study on method for preliminary and detailed evaluation on liquefaction of loess sites[J].China Earthquake Engineering Journal,2013,35(1):1-8.
[374]王兰民,刘琨,孙军杰,等.饱和原状黄土液化基本特征的振动台试验研究[J].地震工程学报,2015,37(4):1023-1028.WANG Lan-min,LIU Kun,SUN Jun-jie,et al.Shaking-table tests on liquefaction characteristics of saturated undisturbed loess[J].China Earthquake Engineering Journal,2015,37(4):1023-1028.
[375]朱彦鹏,罗晓辉,周勇.支挡结构设计[M].北京:高等教育教出版社,2008.ZHU Yan-peng,LUO Xiao-hui,ZHOU Yong.Design of retaining structure[M].Beijing:Higher Education Press,2008.
[376]朱彦鹏,王秀丽,周勇.支挡结构设计计算手册[M].北京:中国建筑工业出版社,2008.ZHU Yan-peng,WANG Xiu-li,ZHOU Yong.Handbook of retaning strutural design[M].Beijng:China Building Industry Press,2008.
[377]张炜,张继文,于永堂.第七届全国岩土工程实录交流会特邀报告--黄土高填方关键技术问题与工程实践[J].岩土工程技术,2016,30(1):12-38.ZHANG Wei,ZHANG Ji-wen,YU Yong-tang.Key technical issues and engineering practices in project consdtuction of loess deep filled foundation[J].Geotechnical Engineering Technique,2016,30(1):12-38.
[378]杜伟飞,张继文,夏娜,等.北斗Ⅱ载波相位差分定位法在高填方变形监测中的应用[J].测绘科学技术学报,2017,34(4):336-341.DU Wei-fei,ZHANG Ji-wen,XIA Na,et al.The application of BDS II carrier phase diff-positioning technology for the deformation monitoring of high fill embankment[J].Journal of Geomatics Science and Technology,2017,34(4):336-341.
[379]杨校辉.山区机场高填方地基变形和稳定性分析[D].兰州:兰州理工大学,2017.YANG Xiao-hui.Analyses of deformation and stability of high fill foundation in mountain airport[D].Lanzhou:Lanzhou University of Technology,2017.
[380]王峰.高速铁路无砟轨道桩板结构路基理论与实践[M].北京:中国铁道出版社,2012.WANG Feng.Theory and practice of pile-slab structural subgrade on highway ballastless track[M].Beijing:China Railway Publishing House,2012.
[381]屈耀辉,苗学云.3种常用地基处理方法在黄土区高铁地基中的适用性研究[J].中国铁道科学,2015,36(4):8-12.QU Yao-hui,MIAO Xue-yun.Applicability of three common ground treatment methods in high-speed railway foundation in loess area[J].China Railway Science,2015,36(4):8-12.
[382]邢义川.特殊土渠道的稳定性[J].水力发电学报,2013,32(1):254-262.XING Yi-chuan.On the foundation and slope stability of special soils canal[J].Journal of Hydroelectric Engineering,2013,32(1):254-262.
[383]买买提·买尔旦,张爱军,邢义川,等.辐射管技术在坎儿井水量控制中的应用及数值模拟[J].农业工程学报,2015,31(9):92-99.MAIERDAN Maimaiti,ZHANG Ai-jun,XING Yi-chuan,et al.Application of radiation tube technology in control of Karez water and its numerical simulation[J].Transactions of the Chinese Society of Agricultural Engineering,2015,31(9):92-99.
[384]邢义川,张爱军.坎儿井地下水资源涵养与保护技术[M].郑州:黄河水利出版社,2014.XING Yi-chuan,ZHANG Ai-jun.Maintenance and protection technology of groundwater resources in Karez[M].Zhengzhou:Yellow River Conservancy Press,2014.
[385]邢义川,王俊臣,黄庆文.新疆吐鲁番地区坎儿井的破坏特性研究[J].水利学报,2011,42(5):529-536.XING Yi-chuan,WANG Jun-chen,HUANG Qing-wen.Study on destructive characteristics of Kaner Well in Turpan Area in Xinjiang[J].Journal of Hydraulic Engineering,2011,42(5):529-536.
[386]王俊臣.新疆坎儿井破坏机理及加固技术研究[R].北京:中国水利水电科学研究院,2009.WANG Jun-chen.Study on failure mechanism and reinforcement technology of Kaner Well in Xinjiang[R].Beijing:China Institute of Water Resources and Hydropower Research,2009.
[387]薛继连,陈文化,刘放民,等.盐渍土、软土地区重载铁路路基修建技术[M].北京:科学出版社,2009.XUE Ji-lian,CHEN Wen-hua,LIU Fang-min,et al.Construction technigues of heavy-duty railway subgrade[M].Bejing:Science Press,2009.
[388]江苏省交通工程建设局.滨海盐渍土环境中结构物耐久性分析与对策研究报告[R].南京:江苏省交通工程建设局,2011.Jiangsu Provincial Traffic Engineering Construction Bureau.Structural durability analysis and countermeasure research report in coastal saline soil environment[R].Nanjing:Jiangsu Provincial Traffic Engineering Construction Bureau,2009.
[389]梁俊龙,高江平.硫酸盐渍土公路工程分类研究[J].西安建筑科技大学学报(自然科学版),2012,44(1):65-71.LIANG Jun-long,GAO Jiang-ping.Classification of highway engineering of sulfate soil[J].Journal of Xi’an University of Architecture&Technology(Natural Science Edition),2012,44(1):65-71.
[390]朱彦鹏,袁中厦,王秀丽,等.湿陷性黄土地区油气管线和站场灾害防治研究[M].北京:科学出版社,2017.ZHU Yan-peng,YUAN Zhong-xia,WANG Xiu-li,et al.Disaster prevention research of oil and gas pile line in loess district[M].Beijing:Science Press,2017.
[391]杜东菊,杨爱武,赵建军.天津滨海软土[M].北京:科学出版社,2012.DU Dong-ju,YANG Ai-wu,ZHAO Jian-jun.Marine soft soil in Tianjin[M].Bejing:Science Press,2012.
[392]ZOU WEILIE,ZHUANG YANFENG,WANG XIEQUN,et al.Electro-osmotic consolidation of marine hydraulically filled sludge ground using electrically conductive wick drain combined with automated power supply[J].Marine Georesources and Geotechnology,36:1,100-107,Doi:10.1080/1064119x.2017.1312721.
[393]雒亿平,史盛,言志信.抗拔荷载作用下锚固体与岩土体界面剪切作用[J].煤炭学报,2015,40(1):58-64.LUO Yi-ping,SHI Sheng,YAN Zhi-xin.Shear interaction of anchorage body and rock and soil interface under the action of uplift load[J].Journal of China Coal Society,2015,40(1):58-64.
[394]邓骁,言志信.考虑桩-土-结构动力相互作用的输电塔线体系风振响应分析[J].中国科技论文在线精品论文,2015,8(10):1007-1013.DENG Xiao,YAN Zhi-xin.The wind vibration response analysis of transmission tower-line system in consideration of the pile-soil dynamic interaction[J].Highlights of Sciencepaper Online,2015,8(10):1007-1013.
[395]范雪峰,龙哲,言志信.黄土中联合板索基础的抗拔承载力变化规律及其影响因素[J].科技导报,2014,32(36):86-92.FAN Xue-feng,LONG Zhe,YAN Zhi-xin.Vertical uplift capacity of combined cable-slab foundation in loess and influencing factors[J].Science&Technology Review,2014,32(36):86-92.
[396]LIU Jie,YAO Hai-lin,LU Zheng,et al.Theoretical analysis and experimental study of subgrade moisture changes and study of underground anti-drainage technique under groundwater fluctuations[J].Journal of Applied Mathematics,2013,1-8.
[397]刘保健.千枚岩的工程性质与公路工程建筑技术[M].北京:人民交通出版社,2014.LIU Bao-jian.Engineering properties of phyllite and construction technology of highway engineering[M].Beijing:China Communication Press,2014.
[398]谈云志,喻波,董波,等.绢云母片岩路基填料最大填筑粒径确定[J].岩土力学,2015,36(1):137-142.TAN Yun-zhi,YU Bo,DAI Guang-bo,et al.Determination method for maximum size of sericite schist particles as subgrade fills[J].Rock and Soil Mechanics,2015,36(1):137-142.
[399]TANG L S,CHEN H K,SANG H T,et al.Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept[J].Soil Dynamics and Earthquake Engineering,2015,77:182-191.
[400]谈云志,郑爱,喻波,等.重塑石灰土的力学特征与性能劣化机制分析[J].岩土力学,2013,34(3):653-658.TAN Yun-zhi,ZHENG Ai,YU Bo,et al.Mechanical properties and degradation mechanism of remolded lime soil[J].Rock and Soil Mechanics,2013,34(3):653-658.
[401]冯怀平,耿会岭,韩博文,等.非饱和土地区高速铁路路基沉降预测模型[J].岩土工程学报,2017,39(6):1089-1095.FENG Huai-ping,GENG Hui-ling,HAN Bo-wen,et al.Prediction model for settlement of high-speed railway embankment in unsaturated areas[J].Chinese Journal of Geotechnical Engineering,2017,39(6):1089-1095.
[2]谢定义.试论我国黄土力学研究中的若干新趋向[J].岩土工程学报,2001,23(1):3-13.XIE Ding-yi.Exploration of some new tendencies in research of loess soil mechanics[J].Chinese Journal of Geotechnical Engineering,2001,23(1):3-13.
[3]包承纲.非饱和土的性状及膨胀土边坡稳定问题[J].岩土工程学报,2004,26(1):1-15.BAO Cheng-gang.Behavior of unsaturated soil and stability of expansive soil slope[J].Chinese Journal of Geotechnical Engineering,2004,26(1):1-15.
[4]殷宗泽,周建,赵仲辉,等.非饱和土本构关系及变形计算[J].岩土工程学报,2006,28(2):137-146.YIN Zong-ze,ZHOU Jian,CHIU C F,et al.Constitutive relations and deformation calculation for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2006,28(2):137-146.
[5]谭罗荣,孔令伟.特殊岩土工程土质学[M].北京:科学出版社,2006.TANG Luo-rong,KONG Ling-wei.Soil science of special geotechnical engineering[M].Beijing:Science Press,2006.
[6]陈正汉,孙树国,方祥位,等.非饱和土与特殊土测试技术新进展(发展水平报告)[J].岩土工程学报,2006,28(2):147-169.CHEN Zheng-han,SUN Shu-guo,FANG Xiang-wei,et al.Recent advances of the measuring technology for unsaturated soils and special soils[J].Chinese Journal of Geotechnical Engineering,2006,28(2):147-169.
[7]陈正汉.非饱和土与特殊土的工程特性和力学理论及其应用研究[C]//中国土木工程学会第十届土力学及岩土工程学术会议论文集.重庆:重庆大学出版社,2007:172-194.CHEN Zheng-han.Research on engineering properties and mechanics theory of unsaturated soil and special soil and its application[C]//Proceedings of the 10th Conference of Soil Mechanics and Geotechnical Engineering of China Civil Engineering Society.Chongqing:Chongqing University Press,2007:172-194.
[8]孔令伟,陈正汉.特殊土与边坡技术发展综述[J].土木工程学报,2012,45(5):141-161.KONG Ling-wei,CHEN Zheng-han.Advancement in the techniques for special soils and slopes[J].China Civil Engineering Journal,2012,45(5):141-161.
[9]陈正汉,秦冰.非饱和土的应力状态变量研究[J].岩土力学,2012,33(1):1-11.CHEN Zheng-han,QIN Bin.On stress state variables of unsaturated soils[J].Rock and Soil Mechanics,2012,33(1):1-11.
[10]赵成刚,李舰,刘艳,等.非饱和土力学中几个基本问题的探讨[J].岩土力学,2013,34(7):1825-1831.ZHAO Cheng-gang,LI Jian,LIU Yan,et al.Discussion on some fundamental problems in unsaturated soil mechanics[J].Rock and Soil Mechanics,2013,34(7):1825-1831.
[11]陈正汉.非饱和土与特殊土力学的基本理论研究[J].岩土工程学报,2014,36(2):201-272.CHEN Zheng-han.On basic theories of unsaturated soils and special soils[J].Chinese Journal of Geotechnical Engineering,2014,36(2):201-272.
[12]孙树国,陈正汉,朱元青,等.压力板仪配套及SWCC试验的若干问题探讨[J].后勤工程学院学报,2006,22(4):1-5.SUN Shu-guo,CHEN Zheng-han,ZHU Yuan-qing,et al.Matched on ceremic plate extractor and discussed on some problems of SWCC test[J].Journal of Logistic Engineering University,2006,22(4):1-5.
[13]李顺群,贾红晶,王杏杏,等.轴平移技术在基质吸力测控中的局限性和误差分析[J].岩土力学,2016,37(11):3089-3095.LI Shun-qun,JIA Hong-jing,WANG Xing-xing,et al.Limitation and error analysis of axis translation technique for measuring and controlling matric suction[J].Rock and Soil Mechanics,2016,37(11):3089-3095.
[14]WANG MIN,KONG LINGWEI,ZANG MENG.Effects of sample dimensions and shapes on measuring soil-water characteristic curves using pressure plate[J].Journal of Rock Mechanics and Geotechnical Engineering,2015,7(4):463-468.
[15]TOLL D G,ASQUITH J D,FRASER A,et al.Tensiometer techniques for determining soil water retention curves[C]//Asia-Pacific Conference on Unsaturated Soil.London:Taylor&Francis,2015:15-22.
[16]周葆春,孔令伟.考虑体积变化的非饱和膨胀土土水特征[J].水利学报,2011,42(10):1152-1160.ZHOU Bao-chun,KONG Ling-wei.Soil water characteristics of unsaturated expansive soil considering volume change[J].Journal of Hydraulic Engineering,2011,42(10):1152-1160.
[17]周葆春,孔令伟,梁维云,等.压缩过程中非饱和膨胀土体变特征与持水特性的水力耦合效应[J].岩土工程学报,2015,37(4):629-640.ZHOU Bao-chun,KONG Ling-wei,LIANG Wei-yun,et al.Hydro-mechanical coupling effects on volume change and water retention behaviour of unsaturated expansive soils during compression[J].Chinese Journal of Geotechnical Engineering,2015,37(4):629-640.
[18]邹维列,张俊峰,王协群.脱湿路径下重塑膨胀土的体变修正与土水特征[J].岩土工程学报,2012,34(12):2213-2219.ZOU Wei-lie,ZHANG Jun-feng,WANG Xie-qun.Volume change correction and soil-water characteristics of remodeling expansive soil under dehydration path[J].Chinese Journal of Geotechnical Engineering,2012,34(12):2213-2219.
[19]谢云.非饱和膨胀土的热力学特性及膨胀土边坡渗流稳定分析[D].重庆:后勤工程学院,2005.XIE Yun.Thermodynamic properties and slope seepage-stability analysis of unsaturated expansive soil[D].Chongqing:Logistic Engineering University,2008.
[20]谈云志,胡新江,喻波,等.粉土持水性能的温度效应研究[J].岩土力学,2014,35(增刊1):121-127.TAN Yun-zhi,HU Xin-jiang,YU Bo,et al.The water holding capacity of silt under temperature effect[J].Rock and Soil Mechanics,2014,35(Supp.1):121-127.
[21]SHAN X P,LIAO H J,NING C M.Study on soil-water characteristic curve of unsaturated loess,new advances in geotechnical engineering[C]//The 5th Sino-Japan Geotechnical Symposium,May 11-12,2013.Chengdu:[s.n.],2013:294-297.
[22]HAO D R,LIAO H J,NING C M,et al.The microstructure and soil-water characteristic of unsaturated loess[C]//Unsaturated Soil Mechanics-from Theory to Practice.London:CRC Press,2015:163-167.
[23]章峻豪,陈正汉.南水北调中线工程安阳段渠坡换填土广义土-水特征曲线的试验研究[J].岩石力学与工程学报,2013,32(增刊2):3987-3994.ZHANG Jun-hao,CHEN Zheng-han.Test research on generalized SWCC for the backfill soil of the canal slope in Anyang district of South-to-North Water Diversion Project[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):3987-3994.
[24]谈云志,胡新江,喻波,等.固结作用下粉土的持水性能与细观机制研究[J].岩土力学,2013,34(11):3077-3084.TAN Yun-zhi,HU Xin-jiang,YU Bo,et al.Water retention properties and mesomechanism of silt under consolidation effect[J].Rock and Soil Mechanics,2013,34(11):3077-3084.
[25]苗强强,张磊,陈正汉.非饱和含黏砂土的广义土水特征曲线试验研究[J].岩土力学,2010,31(1):102-106.MIAO Qiang-qiang,ZHANG Lei,CHEN Zheng-han.Experimental study of generalized SWCC of unsaturated sand and containing clay[J].Rock and Soil Mechanics,2010,31(1):102-106.
[26]高登辉,陈正汉,邢义川,等.净平均应力对非饱和重塑黄土渗水系数的影响[J].岩土工程学报,2018,40(增刊1):51-56.GAO Deng-hui,CHEN Zheng-han,XING Yi-chuan,et al.Influence of net mean stress on permeability coefficient of unsaturated remolded loesss[J].Chinese Journal of Geotechnical Engineering,2018,40(Supp.1):51-56.
[27]MASIN D.Predicting the dependency of a degree of saturation on void ratio and suction using effective stressprinciple for unsaturated soils[J].International Journal of Numerical and Analytical Methods Geomechanics,2010,34:73-90.
[28]UCHAIPICHAT A.Influence of hydraulic hysteresis on effective stress in unsaturated clay[J].International Journal of Earth&Environmental Sciences,2010,(1):20-24.
[29]SUN D A,SHENG D C,XU Y F.Collapse behaviour of unsaturated compacted soil with different initial densities[J].Canadian Geotechnical Journal,2007,44(6):673-686.
[30]陈存礼,褚峰,李雷雷,等.侧限压缩条件下非饱和原状黄土的土水特征[J].岩石力学与工程学报,2011,30(3):610-615.CHEN Cun-li,CHU Feng,LI Lei-lei,et al.Soil-water characteristics of unsaturated undisturbed loess under confined compression condition[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(3):610-615.
[31]张登飞,陈存礼,李文文,等.Q3原状非饱和黄土的水量变化和临界状态特性[J].岩土工程学报,2015,37(增刊1):197-201.ZHANG Deng-fei,CHEN Cun-li,LI Wen-wen,et al.Characteristics of critical state and water volume change for Q3 unsaturated intact loess[J].Chinese Journal of Geotechnical Engineering,2015,37(Supp.1):197-201.
[32]张登飞,陈存礼,杨炯,等.侧限条件下增湿时湿陷性黄土的变形及持水特性[J].岩石力学与工程学报,2016,35(3):604-612.ZHANG Deng-fei,CHEN Cun-li,YANG Jiong,et al.Deformation and water retention behaviour of collapsible loess during wetting under lateral confinement[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(3):604-612.
[33]张昭,刘奉银,赵旭光,等.考虑应力引起孔隙比变化的土水特征曲线模型[J].水利学报,2013,44(5):578-585.ZHANG Zhao,LIU Feng-yin,ZHAO Xu-guang,et al.Soil water characteristic curve model considering the variation of pore ratio caused by stress[J].Journal of Hydraulic Engineering,2013,44(5):578-585.
[34]张登飞.增湿时原状黄土的水力-力学特性及水气渗透规律研究[D].西安:西安理工大学,2017.ZHANG Deng-fei.Study on hydraulic mechanical characteristics and water vapor permeability of undisturbed loess during humidification[D].Xi’an:Xi’an University of Technology,2017.
[35]LI X S.Modeling of hysteresis response for arbitrary wetting/drying paths[J].Computers and Geotechnics,2005,32(2):133-137.
[36]WEI C F,DEWOOLKAR M M.Formulation of capillary hysteresis with internal state variables[J].Water Resources Research,2006,42(7):1-16.
[37]CHEN P,WEI C F,MA T T.Analytical model of soil-water characteristics considering the effect of air entrapment[J].International Journal of Geomechanics,2015,15(6):04014102.
[38]刘奉银,张昭,周冬,等.密度和干湿循环对黄土土-水特征曲线的影响[J].岩土力学,2011,32(增刊2):132-136.LIU Feng-yin,ZHANG Zhao,ZHOU Dong,et al.Effects of initial density and drying-wetting cycle on soil water characteristic curve of unsaturated loess[J].Rock and Soil Mechanics,2011,32(Supp.2):132-136.
[39]周葆春,张彦钧,汤致松,等.荆门压实弱膨胀土孔隙比-含水率-吸力特征的滞廻效应[J].水利学报,2013,44(2):164-172.ZHOU Bao-chun,ZHANG Yan-jun,TANG Zhi-song,et al.Hysteretic effect of void ratio moisture content suction characteristics of compacted weak expansive soil in Jingmen[J].Journal of Hydraulic Engineering,2013,44(2):164-172.
[40]苗强强,陈正汉,张磊,等.非饱和黏土质砂的渗气规律试验研究[J].岩土力学,2010,31(12):3746-3750.MIAO Qiang-qiang,CHEN Zheng-han,ZHANG Lei,et al.Experimental study of gas permeability of unsaturated clayey sand[J].Rock and Soil Mechanics,2010,31(12):3746-3750.
[41]姚志华,陈正汉,黄雪峰,等.非饱和Q3黄土渗气特性试验研究[J].岩石力学与工程学报,2012,31(6):1264-1273.YAO Zhi-hua,CHEN Zheng-han,HUANG Xue-feng,et al.Experimental research on gas permeability of unsaturated Q3 loess[J].Chinese Journal of Rock Mechanics and Engineering,2012,31(6):1264-1273.
[42]陈存礼,张登飞,张洁,等.等向应力条件下原状Q3黄土的渗气特性研究[J].岩土工程学报,2017,39(2):287-294.CHEN Cun-li,ZHANG Deng-fei,ZHANG Jie,et al.Gas permeability of intact Q3 loess under isotropic stresses[J].Chinese Journal of Geotechnical Engineering,2017,39(2):287-294.
[43]刘奉银,张昭,周冬.湿度和密度双变化条件下的非饱和黄土渗透函数[J].水利学报.2010,41(9):1054-1060.LIU Feng-yin,ZHANG Zhao,ZHOU Dong,et al.Unsaturated loess permeability function under double variation of humidity and density[J].Journal of Hydraulic Engineering,2010,41(9):1054-1060.
[44]张昭,刘奉银,张国平.土在全含水率范围内持水及非饱和渗透特性的模型描述[J].岩土工程学报,2014,36(11):2069-2077.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping.Models for water retention and unsaturated permeability in full range of water content[J].Chinese Journal of Geotechnical Engineering,2014,36(11):2069-2077.
[45]张昭,刘奉银,李荣建,等.基于持水曲线预测非饱和土相对渗气系数的新方法[J].岩土工程学报,2016,38(增刊2):280-285.ZHANG Zhao,LIU Feng-yin,LI Rong-jian,et al.New approach to predict relative air permeability based on water retention curve for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2016,38(Supp.2):280-285.
[46]邵龙潭,祝艳凤,郭晓霞,等.岩土力学和工程试验测试设备研发进展报告[J].冰川冻土,2011,33(4):953-957.SHAO Long-tan,ZHU Yan-feng,GUO Xiao-xia,et al.Progress in research and development of geotechnical and engineering test equipment[J].Journal of Glaciology and Geocryology,2011,33(4):953-957.
[47]苗强强.非饱和含黏砂土的水气分运移规律和力学特性研究[D].重庆:后勤工程学院,2011.MIAO Qiang-qiang.Moisture migration regularity and mechanical properties of unsaturated clayey sand[D].Chongqing:Logistic Engineering University,2011.
[48]姚志华,陈正汉,黄雪峰,等.非饱和原状和重塑Q3黄土渗水特性研究[J].岩土工程学报,2012,34(6):1020-1027.YAO Zhi-hua,CHEN Zheng-han,HUANG Xue-feng,et al.Hydraulic conductivity of unsaturated undisturbed andremolded Q3 loess[J].Chinese Journal of Geotechnical Engineering,2012,34(6):1020-1027.
[49]张龙,陈正汉,孙树国,等.非饱和重塑Q2和Q3黄土的渗水特性研究[J].水利与建筑工程学报,2016,14(2):1-5.ZHANG Long,CHEN Zheng-han,SUN Shu-guo,et al.Permeability of unsaturated remolded Q2 and Q3 loess[J].Journal of Water Resources and Architectural Engineering,2016,14(2):1-5.
[50]伊盼盼,韦昌富,魏厚振,等.两种快速测定非饱和土水力学参数方法的对比分析[J].岩土力学,2012,33(7):2007-2012.YI Pan-pan,WEI Chang-fu,WEI Hou-zhen,et al.Comparison between two methods for quickly determining hydraulic parameters of unsaturated soils[J].Rock and Soil Mechanics,2012,33(7):2007-2012.
[51]李旭,范一锴,黄新.快速测量非饱和土渗透系数的湿润锋前进法适用性研究[J].岩土力学,2015,35(5):1489-1494.LI Xu,FAN Yi-kai,HUANG Xin.Applicability of wetting front advancing method for measuring hydraulic conductivities of unsaturated soil[J].Rock and Soil Mechanics,2015,35(5):1489-1494.
[52]张登飞,陈存礼,张洁,等.等向应力条件下非饱和原状黄土增湿渗水特性试验研究[J].岩土工程学报,2018,40(3):431-440.ZHANG Deng-fei,CHEN Cun-li,ZHANG Jie,et al.Experimental study on wetting water permeability of unsaturated intact loess under isotropic stress[J].Chinese Journal of Geotechnical Engineering,2018,40(3):431-440.
[53]党发宁,刘云贺,陈军强,等.浑水渗流理论及其工程应用[J].中国科学(E辑:技术科学),2006,36(9):1029-1036.DANG Fa-ning,LIU Yun-he,CHEN Jun-qiang,et al.The theory of muddy water seepage and its engineering application[J].Science in China(Series E:Technological Sciences),2006,36(9):1029-1036.
[54]许尚杰,党发宁,程素珍.浑水渗流理论及平原水库防渗技术研究[J].岩土力学,2011,32(7):2093-2098.XU Shang-jie,DANG Fa-ning,CHENG Su-zhen.Research of muddy water seepage theory and anti-seepage technique for plain reservoirs[J].Rock and Soil Mechanics,2011,32(7):2093-2098.
[55]党发宁,刘海伟,王学武,等.基于有效孔隙比的黏性土渗透系数经验公式研究[J].岩石力学与工程学报,2015,34(9):1909-1917.DANG Fa-ning,LIU Hai-wei,WANG Xue-wu,et al.Experimental formulas of permeability of clay based on effective pore ratio[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(9):1909-1917.
[56]马富丽,白晓红,王梅,等.考虑非饱和特性的黄土湿陷性与微观结构分析[J].防灾减灾工程学报,2012,32(5):636-642.MA Fu-li,BAI Xiao-hong,WANG Mei,et al.Analysis of collapsibility and microstructure of loess considering unsaturated characteristics[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(5):636-642.
[57]方祥位.Q2黄土的微细观结构及力学特性研究[D].重庆:后勤工程学院,2008.FANG Xiang-wei.Micro-meso structure and mechanical properties of Q2 loess[D].Chongqing:Logistic Engineering University,2008.
[58]谢定义,齐吉琳.土的结构性及其定量化参数研究的新途径[J].岩土工程学报,1999,21(6):651-656.XIE Ding-yi,QI Ji-lin.Soil structure characteristics and new approach in research on its quantitative parameter[J].Chinese Journal of Geotechnical Engineering,1999,21(6):651-656.
[59]邵生俊,王丽琴,陶虎,等.黄土的构度及其与粒度、密度、湿度之间的关系[J].岩土工程学报,2014,36(8):1387-1393.SHAO Sheng-jun,WANG Li-qin,TAO Hu,et al.Structural index of loess and its relation with granularity,density and humidity[J].Chinese Journal of Geotechnical Engineering,2014,36(8):1387-1393.
[60]郭靖,骆亚生,郭鸿,等.不同地区黄土的结构性试验研究[J].水土保持通报,2010,30(1):89-92.GUO Jing,LUO Ya-sheng,GUO Hong,et al.Experimental study on structural characteristics of loess in different regions[J].Bulletin of Soil and Water Conservation,2010,30(1):89-92.
[61]王志杰,骆亚生,杨永俊.不同地区非饱和黄土动力结构性研究[J].岩土力学,2010,31(8):2459-2464.WANG Zhi-jie,LUO Ya-sheng,YANG Yong-jun.Study of dynamic structural characteristics of unsaturated loesses in different regions[J].Rock and Soil Mechanics,2010,31(8):2459-2464.
[62]陈茜,骆亚生,程大伟,等.侧限压缩条件下土体结构性参数的单变量模型[J].岩土力学,2013,34(5):1253-1258.CHEN Xi,LUO Ya-sheng,CHENG Da-wei,et al.Single variable model of soil structural parameters under confined compression condition[J].Rock and Soil Mechanics,2013,34(5):1253-1258.
[63]程大伟,骆亚生,陈茜,等.含水率对结构性参数影响的单变量模型[J].中南大学学报(自然科学版),2014,45(6):2047-2053.CHENG Da-wei,LUO Ya-sheng,CHEN Xi,et al.Single variable model of water contents on structural parameter impact[J].Journal of Central South University(Science and Technology),2014,45(6):2047-2053.
[64]李荣建,郑文,刘军定,等.考虑初始结构性参数的结构性黄土边坡稳定性评价[J].岩土力学,2014,35(1):143-150.LI Rong-jian,ZHENG Wen,LIU Jun-ding,et al.Evaluation of stability of structural loess slope initial structural parameters[J].Rock and Soil Mechanics,2014,35(1):143-150.
[65]陈正汉,方祥位,朱元青,等.膨胀土和黄土的细观结构及其演化规律研[J].岩土力学,2009,30(1):1-11.CHEN Zheng-han,FANG Xiang-wei,ZHU Yuan-qing,et al.Research on meso-structures and their evolution laws of expansive soil and loess[J].Rock and Soil Mechanics,2009,30(1):1-11.
[66]朱国平.膨胀土和红黏土在受荷的湿干循环过程中细观结构演化研究[D].桂林:桂林理工大学,2016.ZHU Guo-ping.Meso-structural evolution of expansive soil and red clay during wetting and drying cycles under loading condition[D].Guilin:Guilin University of Technology,2016.
[67]朱国平,陈正汉,韦昌富,等.南阳膨胀土在受荷的湿干循环过程中细观结构演化规律研究[J].CT理论与应用研究,2017,26(4):411-424.ZHU Guo-ping,CHEN Zheng-han,WEI Chang-fu,et al.Meso-structural evolution of expansive soil in Nanyang during wetting-drying cycles under loading condition[J].CT Theory&Applications,2017,26(4):411-424.
[68]朱国平,陈正汉,韦昌富,等.浅层红黏土的细观结构演化规律研究[J].水利与建筑工程学报,2016,14(4):42-49.ZHU Guo-ping,CHEN Zheng-han,WEI Chang-fu,et al.Microstructure evolution of red clay during wet-dry cycles[J].Journal of Water Resources and Architectural Engineering,2016,14(4):42-49.
[69]庞旭卿,胡再强,李宏儒,等.黄土剪切损伤演化及其力学特性的CT-三轴试验研究[J].水利学报,2016,47(2):180-188.PANG Xu-qing,HU Zai-qian,LI Hong-ru,et al.Structure damage evolution and mechanical properties of loess by CT-triaxial test[J].Journal of Hydraulic Engineering,2016,47(2):180-188.
[70]MANAHILOH K N,CHRISTOPHER L M.Determining the soil water characteristic curve and interfacial contact angle from microstructural analysis of X-Ray CTimages[J].Journal of Geoechnical and Geoenvironmental Engineering,2017,143(8):04017034.
[71]李科,施斌,唐朝生,等.黏性土体干缩变形分布式光纤监测试验研究[J].岩土力学,2010,31(6):1781-1785.LI Ke,SHI Bin,TANG Chao-sheng,et al.Feasibility research on soil deformation monitoring with distributed optical fiber sensing technique[J].Rock and Soil Mechanics,2010,31(6):1781-1785.
[72]唐朝生,施斌,刘春,等.膨胀土收缩开裂特性研究[J].工程地质学报,2012,20(5):663-673.TANG Chao-sheng,SHI Bin,LIU Chun,et al.Study on desiccation cracking behaviour of expansive soil[J].Journal of Engineering Geology,2012,20(5):663-673.
[73]胡东旭,李贤,周超云,等.膨胀土干湿循环胀缩裂隙的定量分析[J].岩土力学,2018,39(增刊1):318-324.HU Dong-xu,LI Xian,ZHOU Chao-yun,et al.Quantitative analysis of swelling and shrinkage cracks in expansive soil[J].Rock and Soil Mechanics,2018,39(Supp.1):318-324.
[74]邵龙潭,刘潇,郭晓霞,等.土工三轴试验试样全表面变形测量的实现[J].岩土工程学报,2012,32(3):409-415.SHAO Long-tan,LIU Xiao,GUO Xiao-xia,et al.Whole surface deformation measurement of triaxial soil specimen based on digital image processing[J].Chinese Journal of Geotechnical Engineering,2012,32(3):409-415.
[75]邢义川.黄土的弹塑性模型及边坡稳定的有限元分析[D].西安:陕西机械学院,1988.XING Yi-chuan.Elastic plasticity model of loess and analysis of slope stability by FEM[D].Xi’an:Shaanxi Mechanical Insititute,1988.
[76]骆亚生.非饱和黄土在动、静复杂应力条件下的结构变化特性及结构性本构关系研究[D].西安:西安理工大学,2003.LUO Ya-sheng.Variation characteristics of soil structure and structural constitutive relation of unsaturated loess under static and dynamic complex stress conditions[D].Xi’an:Xi’an University of Technology,2003.
[77]邵生俊,罗爱忠,邓国华,等.一种新型真三轴仪的研制与开发[J].岩土工程学报,2009,31(8):1172-1179.SHAO Sheng-jun,LUO Ai-zhong,DENG Guo-hua,et al.Development of a new true triaxial apparatus[J].Chinese Journal of Geotechnical Engineering,2009,31(8):1172-1179.
[78]冯怀平.基于范德堡法的非饱和土电阻率测试方法[J].岩土工程学报,2017,39(4):690-696.FENG Huai-ping.Measurement of resistivity of unsaturated soils using van der Pauw method[J].Chinese Journal of Geotechnical Engineering,2017,39(4):690-696.
[79]李剑,王勇,孔令伟,等.一种新型非饱和土温控三轴试验系统的研制与初步应用[J].岩土工程学报,2018,40(3):468-474.LI Jian,WANG Youg,KONG Ling-wei,et al.Development and preliminary application of a new temperature-controlled triaxial test system for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2018,40(3):468-474.
[80]谢云,陈正汉,李刚.温度对非饱和膨胀土抗剪强度和变形特性的影响[J].岩土工程学报,2005,27(9):1082-1085.XIE Yun,CHEN Zheng-Han,LI Gang.Research of thermal effects on shear strength and deformation characteristics of unsaturated bentonite soils[J].Chinese Journal of Geotechnical Engineering,2005,27(9):1082-1085.
[81]谈云志,吴翩,付伟,等.改良粉土强度的冻融循环效应与微观机制[J].岩土力学,2013,34(10):2827-2834.TAN Yun-zhi,WU Pian,FU Wei,et al.Strength and micromechanism of improved silt under freeze-thaw cycle effect[J].Rock and Soil Mechanics,2013,34(10):2827-2834.
[82]中国科学院土木建筑研究所土力学研究室.黄土基本性质的研究[M].北京:科学出版社,1961.Soil Mechanics Research Laboratory of Civil-building Institute of Chinese Academy of Sciences.Research on the basic properties of loess[M].Beijing:Scientific Publishing Press,1961.
[83]穆斯塔伐耶夫.湿陷性黄土地基和基础的计算[M].张中兴,译.北京:水利电力出版社,1984.Myctafaev.Calculations of collapsible loess foundation and basis[M].Translated by ZHANG Zhong-xing.Beijing:Water Conservancy and Electric Power Press,1984.
[84]刘祖典.黄土力学与工程[M].西安:陕西科学技术出版社,1997.LIU Zu-dian.Mechanics ang engineering of loess[M].Xi’an:Shaanxi Science and Technology Press,1997.
[85]邢义川,骆亚生,李振.黄土的断裂破坏强度[J].水力发电学报,1999,(4):36-43.XING Yi-chuan,LUO Ya-sheng,LI Zheng.The rupture failure strength of loess[J].Journal of Hydroelectric Engineering,1999,(4):36-43.
[86]YIN P H,VANAPALLI S K.Model for predicting tensile strength of unsaturated cohesionless soils[J].Canadian Geotechnical Journal,2018,55(9):1313-1333.
[87]郭楠,陈正汉,高登辉,等.加卸载条件下吸力对黄土变形特性影响的试验研究[J].岩土工程学报,2017,36(4):735-742.GUO Nan,CHEN Zheng-han,GAO Deng-hui,et al.Experimental research on influences of suction on deformation characteristics of loess under unloading-reloading conditions[J].Chinese Journal of Geotechnical Engineering,2017,39(4):735-742.
[88]张磊.非饱和路基填土(含黏砂土)力学特性的试验研究[D].重庆:后勤工程学院,2010.ZHANG Lei.Test research on the mechanical properties of unsaturated fill of embankment(clayey sand)[D].Chongqing:Logistic Engineering University,2010.
[89]王林浩,白晓红,冯俊琴.压实黄土状填土抗剪强度指标的影响因素探讨[J].岩土工程学报,2010,32(增刊2):132-135.WANG Lin-hao,BAI Xiao-hong,FENG Jun-qin.Discussion on shearing strength influencing factors of compacted loess-like backfill[J].Chinese Journal of Geotechnical Engineering,2010,32(Supp.2):132-135.
[90]高登辉,郭楠,朱彦鹏,等.干密度和基质吸力对重塑非饱和黄土变形与强度特性的影响[J].岩石力学与工程学报,2017,36(3):736-744.GAO Deng-hui,GUO Nan,ZHU Yan-peng,et al.The influence of dry density and matric suction on the deformation and the strength character of a remolded unsaturated loess soils[J].Chinese Journal of Rock Mechanics and Engineering,2017,36(3):736-744.
[91]杨晶.黄土状压实填土压缩和强度特性研究[D].太原:太原理工大学,2014.YANG Jing.Study on compression and strength properties of comypacted loess-like backfill[D].Taiyuan:Journal of Taiyuan University of Technolog,2014.
[92]胡再强,刘兰兰,李宏儒,等.非饱和黄土等效吸力的研究[J].岩石力学与工程学报,2010,29(9):1901-1906.HU Zai-qiang,LIU Lan-lan,LI Hong-ru,et al.Study of equivalent suction of unsaturated loess[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(9):1901-1906.
[93]胡再强,张豫川,张千一,等.非饱和结构性黄土吸附强度的试验研究[J].岩石力学与工程学报,2011,30(10):2137-2142.HU Zai-qiang,ZHANG Yu-chuan,ZHANG Qian-yi,et al.Research on suction strength of unsaturated structural loess[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(10):2137-2142.
[94]李荣建,刘军定,郑文,等.基于结构性黄土抗拉和抗剪特性的双线性强度及其应用[J].岩土工程学报,2013,35(增刊2):247-252.LI Rong-jian,LIU Jun-ding,ZHENG Wen,et al.Abilinear strength formula for structured loess based on tensile strength and shear strength and its application[J].Chinese Journal of Geotechnical Engineering,2013,35(Supp.2):247-252.
[95]陈正汉.重塑非饱和黄土的变形、强度、屈服和水量变化特性[J].岩土工程学报,1999,21(1):82-90.CHEN Zheng-han.Deformation,strength,yield and moisture change of a remolded unsaturated loess[J].Chinese Journal of Geotechnical Engineering,1999,21(1):82-90.
[96]黄海,陈正汉,李刚.非饱和土在p-s平面上的屈服轨迹及土-水特征曲线的探讨[J].岩土力学,2000,21(4):316-321.HUANG Hai,CHEN Zheng-han,LI Gang.A study on yield locus of unsaturated soils on p-s plane and soil-water characteristic curve[J].Rock and Soil Mechanics,2000,21(4):316-321.
[97]陈存礼,张登飞,董玉柱,等.常含水率三轴条件下非饱和原状黄土的吸力和力学特性[J].岩土工程学报,36(7):1195-1202.CHEN Cun-li,ZHANG Deng-fei,DONG Yu-zhu,et al.Suction and mechanical behaviours of unsaturated intact loess from constant water content triaxial tests[J].Chinese Journal of Geotechnical Engineering,36(7):1195-1202.
[98]李妥德,董春美.膨胀土体抗剪强度参数测定时试样尺寸的选择方法[C]//全国首届膨胀土科学研讨会论文集.成都:西南交通大学出版社,1990:305-308.LI Tuo-de,DONG Chun-mei.The selection method of simple size for measuring shear strength of expansive soil[C]//Proceedings of the National 1st Scientific Conference on Expancive Soil.Chengdu:Xinan Jiaotong University Press,1990:305-308.
[99]包承纲,刘特洪.豫西南膨胀土的工程特性和渠道边坡的稳定分析[C]//非饱和土理论与实践学术研讨会文集.[出版城市不详]:[出版者不详],1992:118-130.BAO Cheng-gang,LIU Te-hong.Engineering properties and stability analysis of canal slope of expansive soil in the south-west of Henan province[C]//Proceedings of Theory and Practice of Unsaturated Soil.[S.l.]:[s.n.],1992:118-130.
[100]刘特洪.工程建设中的膨胀土问题[M].北京:中国建筑工业出版社,1997.LIU Te-hong.Problems associated with expansive soil in engineering construction[M].Beijing:China Building Industry Press,1997.
[101]龚壁卫,程展林,胡波,等.膨胀土裂隙的工程特性研究[J].岩土力学,2014,35(7):1825-1830.GONG Bi-wei,CHENG Zhan-lin,HU Bo,et al.Research on engineering properties of fissures in expansive soil[J].Rock and Soil Mechanics,2014,35(7):1825-1830.
[102]缪林昌,殷宗泽,仲晓晨.非饱和膨胀土强度与含水量的关系[C]//南水北调膨胀土渠坡稳定和滑动早期预报研究论文集.武汉:[出版者不详],1998:123-127.MIAO Lin-chang,YIN Zong-ze,ZHONG Xiao-chen.The relationship between strength and water content of expansive soil[C]//Proceedings of Stability and Sliding Forecast of Expansive Slope of the South-to-North Water Diversion Project Canal.Wuhan:[s.n.],1998:123-127.
[103]孙树国,陈正汉,卢再华.重塑非饱和膨胀土强度及变形特性的试验研究[C]//南水北调膨胀土渠坡稳定和滑动早期预报研究论文集.武汉:[出版者不详],1998:128-136.SUN Shu-guo,CHEN Zheng-han,LU Zai-hua.Test research on the properties of strength and deformation of remolded expansive soil[C]//Proceeding of Stability and Sliding Forecast of Expansive Slope of the South-to-North Water Diversion Project Canal.Wuhan:[s.n],1998:128-136.
[104]吕海波,曾召田,赵艳林,等.膨胀土强度干湿循环试验研究[J].岩土力学,2009,30(12):3797-3802.LüHai-bo,ZENG Zhao-tian,ZHAO Yan-lin,et al.Experimental studies of strength of expansive soil in drying and wetting cycle[J].Rock and Soil Mechanics,2009,30(12):3797-3802.
[105]吕海波,曾召田,赵艳林,等.干湿交替环境下膨胀土的累积损伤初探[J].自然灾害学报,2012,(6):119-123.LüHai-bo,ZENG Zhao-tian,ZHAO Yan-lin,et al.Preliminarystudy on accumulative damage of expansive soil in alternation of wetting lrying environment[J].Journal of Natural Disasters,2012,(6):119-123.
[106]武明,陈正汉,姚志华,等.云南非饱和红黏土的强度和变形特性研究[J].地下空间与工程学报,2013,9(12):1257-1265.WU Ming,CHEN Zheng-han,YAO Zhi-hua,et al.On strength and deformation of Yunnan unsaturated red clay[J].Chinese Journal of Underground Space and Engineering,2013,9(12):1257-1265.
[107]张常光,范文,赵均海,等.非饱和土统一强度理论及真三轴试验结果验证[J].岩石力学与工程学报,2015,34(8):1702-1711.ZHANG Chang-guang,FAN Wen,ZHAO Jun-hai,et al.Unified strength theory of unsaturated soils and verification with true triaxial tesst[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(8):1702-1711.
[108]张常光,范文,赵均海,等.非饱和土真三轴新强度准则及验证[J].同济大学学报(自然科学版),2015,43(9):1326-1331.ZHANG Chang-guang,FAN Wen,ZHAO Jun-hai,et al.A new twin-shear true triaxial strength criterion of unsaturated soils and its validations[J].Journal of Tongji University(Natural Science),2015,43(9):1326-1331.
[109]邢义川,刘祖典,郑颖人.黄土的破坏条件[J].水利学报,1992,23(1):12-19.XING Yi-chuan,LIU Zu-dian,ZHENG Ying-ren.Failure condition of loess[J].Journal of Hydraulic Engineering,1992,23(1):12-19.
[110]邵生俊,许萍,王强,等.黄土各向异性强度特性的真三轴试验研究[J].岩土工程学报,2014,36(9):1614-1623.SHAO Sheng-jun,XU Ping,WANG Qiang,et al.True triaxial tests on anisotropic strength characteristics of loess[J].Chinese Journal of Geotechnical Engineering,2014,36(9):1614-1623.
[111]邵生俊,张玉,陈昌禄,等.土的3σ空间滑动面强度准则及其与传统准则的比较研究[J].岩土工程学报,2015,37(4):577-585.SHAO Sheng-jun,ZHANG Yu,CHEN Chang-lu,et al.Strength criterion based on 3σspatially mobilized plane of soils and its comparison with conventional criteria[J].Chinese Journal of Geotechnical Engineering,2015,37(4):577-585.
[112]张鹏程,汤连生,邓钟尉.非饱和土湿吸力与含水率的定量关系研究[J].岩土工程学报,2012,34(8):1453-1457.ZHANG Peng-cheng,TANG Lian-sheng,DENGZhong-wei,et al.Quantitative relationship between wet suction and water content of unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2012,34(8):1453-1457.
[113]桑海涛.非饱和土粒间吸力测试及其与抗拉强度的内在联系[D].广州:中山大学,2015.SANG Hai-tao.Measurement of intergranular suction in unsaturated soils and its internal relationship with tensile strength[D].Guangzhou:Zhongshan University,2015.
[114]LU NING,WILLIAM J L.Unsaturated soil mechanics[M].New York:John Wiley and Sons,Inc.,2004.
[115]LU N,GODT J W,WU D T.A closed-form equation for effective stress in unsaturated soil[J].Water Resources Research,2010,46(5):567-573.
[116]刘奉银.非饱和土力学基本试验设备的研制与新有效应力原理的探讨[D].西安:西安理工大学,1999.LIU Feng-yin.Development of fundamental test equipment and new effective stress principle of unsaturated soils[D].Xi’an:Xi’an University of Technology,1999.
[117]邢义川,谢定义,汪小刚,等.非饱和黄土的三维有效应力[J].岩土工程学报,2003,25(3):288-293.XING Yi-chuan,XIE Ding-yi,WANG Xiao-gang,et al.3D effective stress of unsaturated loess[J].Chinese Journal of Geotechnical Engineering,2003,25(3):288-293.
[118]LI X S.Effective stress in unsaturated soil:a microstructural analysis[J].Geotechnique,2003,53(2):273-277.
[119]NG C W W,YUNG S Y.Determination of the anisotropic shear stiffness of an unsaturated decomposed soil[J].Géotechnique,2008,58(1):23-35.
[120]SHEN Z F,JIANG M J,THORNTON C.Shear strength of unsaturated granular soils:three-dimensional discrete element analyses[J].Granular Matter,2016,18(3):1-13.
[121]陈正汉,王永胜,谢定义.非饱和土的有效应力探讨[J].岩土工程学报,1994,16(3):62-69.CHEN Zheng-han,WANG Yong-sheng,XIE Ding-yi.Effective stress in unsaturated soil[J].Chinese Journal of Geotechnical Engineering,1994,16(3):62-69.
[122]KHALILI N,KHABBAZ M H.On the theory of three-dimensional consolidation in unsaturated soils[C]//Proceedings of 1st International Conference on Unsaturated Soils.Rotterdam:A.A.Balkema,1995:745-750.
[123]陈勉,陈至达.多重孔隙介质的有效应力定律[J].应用数学和力学,1999,20(11):1121-1127.CHEN Mian,CHEN Zhi-da.Effective stress laws for multi-porosity media[J].Applied Mathematics and Mechanics,1999,20(11):1121-1127.
[124]BOLZON G,SCHREFLER B A,ZIENKIWICZ O C.Elastoplastic soil constitutive laws generalized to partially saturated states[J].Gectechnique,1996,46(2):279-289.
[125]HOULSBY G T.The work input to an unsaturated granular material[J].Geotechnique,1997,47(1):193-196.
[126]LI X S.Thermodynamics-based consititutive framework for unsaturated soils[J].Geotechnique,2007,57(5):411-422.
[127]ZHAO C G,LIU Y,GAO F P.Work and energy equations and the principle of generalized effective stress for unsaturated soils[J].International Journal for Numerical and Analytical Methods in Geomechanics,2010,34:920-936.
[128]张龙,陈正汉,周凤玺,等.非饱和土的应力状态变量试验验证研究[J].岩土工程学报,2017,39(2):380-384.ZHANG Long,CHEN Zheng-han,ZHOU Feng-xi,et al.Test verification of stress state variables for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2017,39(2):380-384.
[129]张龙,陈正汉,周凤玺,等.从变形、水量变化和强度三方面验证非饱和土的两个应力状态变量的合理性[J].岩土工程学报,2017,39(5):906-915.ZHANG Long,CHEN Zheng-han,ZHOU Feng-xi,et al.Verification of rationality of two stress state variables of unsaturated soil from deformation,moisture change and stre[J].Chinese Journal of Geotechnical Engineering,2017,39(5):906-915.
[130]陈存礼,曹程明,王晋婷,等.湿载耦合条件下结构性黄土的压缩变形模式研究[J].岩土力学,2010,31(1):39-45.CHEN Cun-li,CAO Cheng-ming,WANG Jin-ting,et al.Modeling compression of structural loess under coupling of stress and moisture[J].Rock and Soil Mechanics,2010,31(1):39-45.
[131]陈存礼,褚峰,郭娟,等.压缩条件下非饱和黄土的结构流体等效应力特性[J].岩石力学与工程学报,2011,30(增刊1):3165-3171.CHEN Cun-li,CHU Feng,GUO Juan,et al.Characteristics of equivalent stress of structural fluid of unsaturated loess under compression[J].Chinese Journal of Rock Mechanics and Engineering,2011,30(Supp.1):3165-3171.
[132]邵龙潭,郭晓霞.有效应力新解[M].北京:中国水利水电出版社,2014.SHAO Long-tan,GUO Xiao-xia.New solution of effective stress[M].Beijing:China Water Power Press,2014.
[133]邵龙潭,郭晓霞,郑国锋.粒间应力、土骨架应力和有效应力[J].岩土工程学报,2015,37(8):1478-1483.SHAO Long-tan,GUO Xiao-xia,ZHENG Guo-feng.Intergranular stress,soil skeleton stress and effective stress[J].Chinese Journal of Geotechnical Engineering,2015,37(8):1478-1483.
[134]KHALILI N,ZARGARBASHI S.Influence of hydraulic hysteresis on effective stress in unsaturated soils[J].Géotechnique,2010,60(9):729-734.
[135]UCHAIPICHAT A.Prediction of shear strength for unsaturated soils under drying and wetting processes[J].Electronic Journal of Geotechnical Engineering,2010,15(K):1087-1102.
[136]ALONSO E E,PEREIRA J M,VAUNAT J,et al.Amicrostructurally based effective stress for unsaturated soils[J].Geotechnique,2010,60:913-925.
[137]PEREIRA J M,COUSSY O,ALONSO E E,et al.Is the degree of saturation a good candidatefor Bishop’s parameter?[C]//Proceedings of 5th International Conference on Unsaturated Soils.Barcelona:CRC Press,2010:913-919.
[138]COUSSY O.Mechanics and physics of porous solids[M].Chichester:Wiley,2010.
[139]COUSSY O,DANGLA P.Approcheénergétique du comportement des sols non saturés[C]//Mécanique des sols non saturés.Paris:[s.n.],2002:137-174.COUSSY O,DANGLA P.Study of unsaturated soil behavior based on energy method[C]//Proceedings of Unsaturated soil mechanics.Paris:[s.n.],2002,137-174.
[140]NIKOOEE E,HABIBAGAHI G,HASSANIZADEH S M,et al.Effective stress in unsaturated soils:a thermodynamic approach based on the interfacial energy and hydromechanical coupling[J].Transport in Porous Media,2013,96:369-396.
[141]张昭,刘奉银,张国平.考虑气-液交界面的非饱和土有效应力公式[J].岩土力学,2015,36(增刊1):147-153.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping.An effective stress formulation for unsaturated soils considering air-liquid interface[J].Rock and Soil Mechanics,2015,36(Supp.1):147-153.
[142]DANGLA P,PEREIRA J M.A thermodynamic approach to effective stresses in unsaturated soils incorporating the concept of partial pore deformations[J].Vadose Zone Journal,2014,13(5):1-11.
[143]张昭,刘奉银,张国平,等.不等径湿颗粒与液桥相互作用的微观水力特性[J].水利学报,2013,44(7):810-817.ZHANG Zhao,LIU Feng-yin,ZHANG Guo-ping,et al.Microscopic hydraulic behavior from the interactions between uneven-sized wet particles and liquid bride[J].Journal of Hydraulic Engineering,2013,44(7):810-817.
[144]张昭,刘奉银,齐吉琳,等.考虑固-液接触角影响的粗颗粒间液桥毛细力计算方法[J].水利学报,2016,47(9):1197-1207.ZHANG Zhao,LIU Feng-yin,QI Ji-lin,et al.Acalculation method for the capillarity force of the liquid bridge between coarse particles considering the effect of solid-liquid contact angle[J].Journal of Hydraulic Engeering,2016,47(9):1197-1207.
[145]张昭,刘奉银,齐吉琳,等.粗颗粒间液桥毛细力演化规律的动态计算方法[J].岩土力学,2016,37(8):2263-2270.ZHANG Zhao,LIU Feng-yin,QI Ji-lin,et al.A dynamic calculation method for evolution law of capillarity forces of liquid bridge between coarse particles[J].Rock and Soil Mechanics,2016,37(8):2263-2270.
[146]张昭,刘奉银,李荣建,等.黏土颗粒间液桥从形成至断裂时毛细力的规律[J].岩土力学,2016,37(10):2845-2850.ZHANG Zhao,LIU Feng-yin,LI Rong-jian,et al.Evolution of capillary force of liquid bridge between clay particles in process from its formation to rupture[J].Rock and Soil Mechanics,2016,37(10):2845-2850.
[147]姜小雷,李培超.考虑土颗粒间胶结面积的粒间吸力计算[J].岩土工程学报,2016,38(6):1160-1164.JIANG Xiao-lei,LI Pei-chao.Calculation of intergranular suction considering cementing area between soil particles[J].Chinese Journal of Geotechnical Engineering,2016,38(6):1160-1164.
[148]XU Y F,CAO L.A fractal representation for effective stress of unsaturated soils[J].International Journal of Geomechanics,2015,15(6):04014098.
[149]XU Y F,FENG X B,CHU F F.Fractal model for rockfill shear strength based on particle fragmentation[J].Granular Matter,2015,17:753-761.
[150]XU Y F,XIANG G S,JIANG H,et al.Role of osmotic suction involume change of clays in salt solution[J].Applied Clay Science,2014,101:354-362.
[151]WEI C F.A Theoretical framework for modeling the chemomechanical behavior of unsaturated soils[J].Vadose Zone Journal,2013,13(9):1-14.
[152]MA T T,WEI C F,XIA X L,et al.Constitutive model of unsaturated soils considering the effect of intergranular physico-chemicical forces[J].Journal of Engineering Mechanics,ASCE,2016,142(11):04016088.
[153]郭楠.非饱和土的增量非线性横观各向同性模型研究[D].兰州:兰州理工大学,2018.GUO Nan.Study on incremental nonlinear transverse isotropic constitutive model of unsaturated soil[D].Lanzhou:Lanzhou University of Technology,2018.
[154]陈存礼,高鹏,何军芳.考虑结构性影响的原状黄土等效线性模型[J].岩土工程学报,2007,29(9):1331-1336.CHEN Cun-li,GAO Peng,HE Jun-fan.Equivalent linear model of intact loess considering structural effect[J].Chinese Journal of Geotechnical Engineering,2007,29(9):1331-1336.
[155]胡再强,马素青,李宏儒,等.非饱和黄土非线性K-G模型试验研究[J].岩土力学,2012,33(增刊1):56-60.HU Zai-qiang,MA Su-qing,LI Hong-ru,et al.Experimental study of nonlinear K-G model for unsaturated loess[J].Rock and Soil Mechanics,2012,33(Supp.1):56-60.
[156]李宏儒,胡再强,赵凯,等.结构性土二元介质本构模型及破损率影响因素的研究[J].岩土力学,2012,33(增刊1):67-72.LI Hong-ru,HU Zai-qiang,ZHAO Kai,et al.Structural soil binary-medium constitutive model and factor of breakage ratio influence[J].Rock and Soil Mechanics,2012,33(Supp.1):67-72.
[157]ZHOU C.Modeling of suction effect on fabric yielding and kinematic hardening of reconstituted soils[C]//Unsaturated Soils.London:Taylor&Francis Group,2010:629-634.
[158]姚仰平,牛雷,崔文杰,等.超固结非饱和土的本构关系[J].岩土工程学报,2011,33(6):833-839.YAO Yang-ping,NIU Lei,CUI Wen-jie,et al.UH model for unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2011,33(6):833-839.
[159]汤连生,桑海涛,宋晶,等.非饱和花岗岩残积土粒间联结作用与脆弹塑性胶结损伤模型研究[J].岩土力学,2013,34(10):2877-2888.TANG Lian-sheng,SANG Hai-tao,SONG Jing,et al.Research on soil particle joint function and brittle-elastoplastic cement damage model of unsaturated granite residual soil[J].Rock and Soil Mechanics,2013,34(10):2877-2888.
[160]MIAO LINCHANG,CUI YUJUN,CUI YING.Hydro-mechanical behaviors of unsaturated soils[J].Journal of Materials in Civil Engineering,2015,27(7):04014209-1-9 Doi:10.1061/(ASCE)MT.1943-5533.0001171.
[161]卢再华,陈正汉.非饱和原状膨胀土的弹塑性损伤本构模型研究[J].岩土工程学报,2003,25(4):422-426.LU Zai-hua,CHEN Zheng-han.An elastoplastic damage constitutive model of unsaturated undisturbed expansive soil[J].Chinese Journal of Geotechnical Engineering,2003,25(4):422-426.
[162]朱元青.基于细观结构变化的原状湿陷性黄土的本构型研究[D].重庆:后勤工程学院,2008.ZHU Yuan-qing.Constitutive model of undisturbed collapsible loess based on meso-structure change[D].Chongqing:Logistic Engineering University,2008.
[163]LI X S.Thermodynamics-based constitutive framework for unsaturated soils,1:theory[J].Geotechnique,2007,57(5):411-422.
[164]LI X S.Thermodynamics-based constitutive framework for unsaturated soils,2:a basic triaxial model[J].Geotechnique,2007,57(5):423-435.
[165]LI X S,FANG X W.Consistent modelling of expansive and collapsive response of unsaturated soils[J].Geotechnical and Geological Engineering,2011,29(2):203-216.
[166]SUN D A,SUN W J,XIANG L.Effect of degree of saturation on mechanical behaviour of unsaturated soils and its elastoplastic simulation[J].Computers and Geotechnics,2010,37(5):678-688.
[167]SHENG D C,ZHOU A N.Coupling hydraulic with mechanical models for unsaturated soils[J].Canadian Geotechnical Journal,2011,48(5):826-840.
[168]ZHOU A N,SHENG D,CARTER J P.Modelling the effect of initial density on soil water characteristic curves[J].Géotechnique,2012,62(8):669-680.
[169]ZHOU A N,SHENG D,SLOAN S W,et al.Interpretation of unsaturated soil behaviour in the stress-saturation space,I:volume change and water retention behavior[J].Computers and Geotechnics,2012,43:178-187.
[170]ZHOU A N,SHENG D,SLOAN S W,et al.Interpretation of unsaturated soil behaviour in the stress-saturation space,II:constitutive relationships and validations[J].Computers and Geotechnics,2012,43:111-123.
[171]刘艳,赵成刚,蔡国庆,等.考虑气相压力变化和偏应力影响的非饱和土本构模型[J].岩土工程学报,2011,33(5):754-761.LIU Yan,ZHAO Cheng-gang,CAI Guo-qing,et al.New model for unsaturated soils considering variation of gas pressure and shear stress[J].Chinese Journal of Geotechnical Engineering,2011,33(5):754-761.
[172]ZHOU C,NG C W.Simulating the cyclic behaviour of unsaturated soil at various temperatures using a bounding surface model[J].Géotechnique,2016,66(4):344-350.
[173]FRAN?OIS B,LALOUI L.ACMEG-TS.A constitutive model for unsaturated soils under non-isothermal conditions[J].International Journal for Numerical and Analytical Methods in Geomechanics,2008,32:1955-1988.
[174]TANG A M,CUI Y J.Modelling the thermomechanical volume change behaviour of compacted expansive clays[J].Géotechnique,2009,59(3):185-195.
[175]MUSSO G,ROMERO E,VECCHIA G D.Double-structure effects on the chemo-hydro-mechanical behaviour of a compacted active clay[J].Géotechnique,2013,63(3):206-220.
[176]GUIMAR?ES L D N,GENS A,SáNCHEZ M,et al.Achemo-mechanical constitutive model accounting for cation exchange in expansive clays[J].Géotechnique,2013,63(3):221-234.
[177]WITTEVEEN P,FERRARI A,LALOUI L.An experimental and constitutive investigation on the chemomechanical behaviour of a clay[J].Géotechnique,2013,63(3):244-255.
[178]WU L Z,ZHANG L M,HUANG R Q.Analytical solution to 1D coupled water infiltrationand deformation in two-layer unsaturated soils[J].International Journal for Numerical and Analytical Methods in Geomechanics,2012,36:789-816.
[179]WU L Z,SELVADURAI A P S,HUANG R Q.Two-dimensional coupled hydromechanical modeling of water infiltration into a transversely isotropic unsaturated soil region[J].Vadose Zone Journal,2013.doi:10.2136/vzj2013.04.0072.
[180]ZHAN L T,JIA G W,CHEN Y M,et al.An analytical solution for rainfall infiltration into an unsaturated infinite slope and its application to slope stability analysis[J].International Journal for Numerical and Analytical Methods in Geomechanics,2013,37(12):1737-1760.
[181]ZHOU C,LIU J.Physical and analytical modeling of tire mat reinforced vegetated slope[J].ASCE Geotechnical Special Publications,2013,232:279-286.
[182]邱清文,詹良通,黄依艺.考虑任意初始条件的均质土质覆盖层降雨入渗移解析解[J].岩土工程学报,2017,39(2):360-365.QIU Qing-wen,ZHAN Liang-tong,HUANG Yi-yi.Analytical solutions for rainfall infiltration into monolithic covers considering arbitrary initial conditions[J].Chinese Journal of Geotechnical Engineering,2017,39(2):360-365.
[183]张常光,晏青,吴礼舟,等.非饱和土条形地基梅耶霍夫极限承载力统一解[J].岩土工程学报,2018,40(2):252-257.ZHANG Chang-guang,YAN Qing,WU Li-zhou,et al Unified solution of Meyerhof’s ultimate bearing capacity for strip foundation resting on unsaturated soils[J].Chinese Journal of Geotechnical Engineering,2018,40(2):252-257.
[184]WANG LEI,SUN DE’AN,QIN AIFANG.General semianalytical solutions to one-dimensional consolidation for unsaturated soils[J].Applied Mathematics and Mechanics(English Edition),2017,38(6):831-850.
[185]徐浩峰,谢康和.高饱和度土的一维连续方程及其固结分析[J].土木建筑与环境工程,2011,33(5):23-37.XU Hao-feng,XIE Kang-he.One-dimensional continuity equation and consolidation analysis of unsaturated soils with high degree of saturation[J].Journal of Civil,Architectural&Environmental Engineering,2011,33(5):23-37.
[186]姚志华.大厚度自重湿陷性黄土的水气运移和力学特性及地基湿陷变形规律研究[D].重庆:后勤工程学院,2012.YAO Zhi-hua.Water-air migration,mechanical characteristics and foundation collapse deformation of self-weight collapse loess with heavy section[D].Chongqing:Logistic Engineering University,2012.
[187]秦冰,陈正汉,方振东,等.基于混合物理论的非饱和土热-水-力耦合分析模型[J].应用数学和力学,2010,31(12):1476-1487.QIN Bin,CHEN Zheng-han,FANG Zhen-dong,et al.Analysis model of coupled thermo-hydro-mechanical behavior of unsaturated soils based on theory of mixtures[J].Applied Mathematics and Mechanics,2010,31(12):1476-1487.
[188]秦冰.非饱和膨润土的工程特性与热-水-力多场耦合模型研究[D].重庆:后勤工程学院,2014.QIN Bin.Engineering properties of unsaturated bentonite and thermo-hydro-mechanical modelling of unsaturated soils[D].Chongqing:Logistic Engineering University,2014.
[189]GUO Jian-feng,CHEN Zheng-han,FANG Xiang-wei.Analysis of seepage,deformation and stability of Xiaolangdi dam using unsaturated soil consolidation FEM[C]//Proc.IACMAG2011.[S.l.]:[s.n.],2011:154-158.
[190]韩波,廖红建,肖正华,等.非饱和渗流下土石坝坝坡可靠性分析[J].应用力学学报,2010,27(2):406-411.HAN Bo,LIAO Hong-jian,XIAO Zheng-hua,et al.Reliability analysis of earth rock-fill dam stability under saturated-unsaturated seepage[J].Chinese Journal of Applied Mechanics,2010,27(2):406-411.
[191]李宏儒,胡再强,冯飞,等.结构性黄土二元介质本构模型在局部化剪切带中的应用[J].岩土力学,2012,33(9):2803-2810.LI Hong-ru,HU Zai-qiang,FENG Fei,et al.Application of structural loess binary-medium model to localization shear band[J].Rock and Soil Mechanics,2012,33(9):2803-2810.
[192]薛海斌,党发宁,尹小涛,等.边坡强度参数非等比例相关联折减法研究[J].岩石力学与工程学报,2015,34(增刊2):4005-4012.XUE Hai-bin,DANG Fa-ning,YIN Xiao-tao,et al.Research on method of slope strength parameters non-proportional associated reduction[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.2):4005-4012.
[193]薛海斌,党发宁,尹小涛,等.基于强度储备的边坡非等比例双安全系数研究[J].岩土力学,2016,37(4):929-935.XUE Hai-bin,DANG Fa-ning,YIN Xiao-tao,et al.Research on non-proportional double safety factors of slope based on strength reserve[J].Rock and Soil Mechanics,2016,37(4):929-935.
[194]JIANG M J,HU H J,LIU F.Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests[J].Canadian Geotechnical Journal,2012,49(10):1147-1157.
[195]蒋明镜,胡海军.荷载和水作用下结构性黄土破损规律的离散元分析[J].岩土工程学报,2014,36(6):989-997.JIANG Ming-jing,HU Hai-jun.Numerical analysis of degradation evolution of structured loess under loading,unloading and wetting by discrete element method[J].Chinese Journal of Geotechnical Engineering,2014,36(6):989-997.
[196]蒋明镜,王新新.不同贯入倾角下TJ-1模拟月壤静力触探模型箱试验研究[J].岩土工程学报,2013,35(8):1442-1450.JIANG Ming-jing,WANG Xin-xin.Investigation of TJ-1lunar soil simulant cone penetration tests by calibration chamber under different penetration angles[J].Chinese Journal of Geotechnical Engineering,2013,35(8):1442-1450.
[197]JIANG M J,SHEN Z F,LI L Q.Noncoaxial behavior of a highly angular granular material subjected to stress variations in simple vertical excavation[J].International Journal of Geomechanics,2015,16(2):04015040.
[198]JIANG M J,HE J,WANG J F,et al.DEM analysis of geomechanical properties of cemented methane hydrate-bearing soils at different temperatures and pressures[J].International Journal of Geomechanics,2015,16(3):04015087.
[199]LIU F,JIANG M J,ZHU F Y.Discrete element analysis of uplift and lateral capacity of a single pile in methane hydrate bearing sediments[J].Computers and Geotechnics,2014,62:61-76.
[200]JIANG M J,SUN C,CROSTA G B,et al.A study of submarine steep slope failures triggered by thermal dissociation of methane hydrates using a coupled CFD-DEM approach[J].Engineering Geology,2015,190:1-16.
[201]陈正汉,秦兵.缓冲/回填材料的热-水-力耦合特性及其应用[M].北京:科学出版社,2017.CHEN Zheng-han,QIN Bing.Thermo-hyrdo-mechancal coupling characteristics of buffer/backfilling material and its application[M].Beijing:Science Press,2017.
[202]秦冰,陈正汉,孙发鑫,等.高吸力下持水曲线的温度效应及其吸附热力学模型[J].岩土工程学报,2012,34(10):1877-1886.QIN Bing,CHEN Zheng-han,SUN Fa-xin,et al.Temperature effect on water retention curve in high suction range and its modeling based on thermodynamics of sorption[J].Chinese Journal of Geotechnical Engineering,2012,34(10):1877-1886.
[203]孙发鑫.膨润土-砂混合缓冲/回填材料的力学特性和持水特性研究[D].重庆:后勤工程学院,2013.SUN Fa-xin.Mechanical and water retention characteristics of bentonite-sand mixtures as buffer/backfilling material[D].Chongqing:Logistic Engineering University,2013.
[204]WAN M,YE W M,CHEN Y G,et al.Influence of temperature on the water retention properties of compacted GMZ01 bentonite[J].Environmental Earth Sciences,2015,73(8):4053-4061.
[205]YE W M,WAN M,CHEN B,et al.Temperature effects on the unsaturated permeability of the densely compacted GMZ01 bentonite under confined conditions[J].Engineering Geology,2012,126:1-7.
[206]YE W M,WAN M,CHEN B,et al.An unsaturated hydraulic conductivity model for compacted GMZ01bentonite with consideration of temperature[J].Environmental Earth Sciences,2014,71(4):1937-1944.
[207]汪龙,方祥位,申春妮,等.膨润土-砂混合型缓冲/回填材料渗气规律试验研究[J].岩石力学与工程学报,2015,34(增刊1):3381-3388.WANG Long,FANG Xiang-wei,SHEN Chun-ni,et al.Test research on gas permeablity of bentonite-sand mixtures[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(Supp.1):3381-3388.
[208]秦冰,陆飏,张发忠,等.考虑Klinkenberg效应的压实膨润土渗气特性研究[J].岩土工程学报,2016,38(12):2194-2201.QIN Bing,LU Yang,ZHANG Fa-zhong,et al.Gas permeability of compacted bentonite considering Klinkenberg effect[J].Chinese Journal of Geotechnical Engineering,2016,38(12):2194-2201.
[209]孙文静,孙德安,张谨绎.常含水率下非饱和高庙子膨润土加砂混合物的水力-力学性质[J].土木工程学报,2011,44(增刊):161-164.SUN Wen-jing,SUN De-an,ZHANG Jin-yi.Hydro-mechanical behaviour of unsaturated GMZbentonite-sand mixture under undrained condition[J].China Civil Engineering Journal,2011,44(Supp.):161-164.
[210]秦冰,陈正汉,刘月妙,等.高庙子膨润土GMZ001三向膨胀力特性研究[J].岩土工程学报,2009,31(5):756-763.QIN Bing,CHEN Zheng-han,LIU Yue-miao,et al.Characteristics of 3D swelling pressure of GMZ001bentonite[J].Chinese Journal of Geotechnical Engineering,2009,31(5):756-763.
[211]孙发鑫,陈正汉,秦冰,等.高庙子膨润土-砂混合料的三向膨胀力特性[J].岩石力学与工程学报,2013,32(1):200-207.SUN Fa-xin,CHEN Zheng-han,QIN Bing,et al.Characteristics of three-dimensional swellong pressure Gaomiaozi bentonite-sand mixturet[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(1):200-207.
[212]秦冰,陈正汉,刘月妙,等.高庙子膨润土的胀缩变形特性及其影响因素研究[J].岩土工程学报,2008,30(7):1005-1010.QIN Bing,CHEN Zheng-han,LIU Yue-miao,et al.Swelling-shrinkage behaviour of Gaomiaozi bentonite[J].Chinese Journal of Geotechnical Engineering,2008,30(7):1005-1010.
[213]张虎元,刘吉胜,崔素丽,等.石英砂掺量对混合型缓冲回填材料抗剪强度的控制机制[J].岩石力学与工程学报,2010,29(12):2533-2542.ZHANG Hu-yuan,LIU Ji-sheng,CUI Su-li,et al.Controlling mechanism of quartz sand content on shear strength of bentonite-sand mixtures as buffer/backfill material[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(12):2533-2542.
[214]李培勇,杨庆.膨润土加砂混合物非饱和三轴试验研究[J].大连理工大学学报,2011,51(3):387-392.LI Pei-yong,YANG Qing.Study of unsaturated triaxial tests for bentonite-sand mixtures[J].Journal of Dalian University of Technology,2011,51(3):387-392.
[215]陈皓.高放废物地质库缓冲材料在高温高压下的变形强度特性研究[D].南宁:广西大学,2015.CHEN Hao.Research on deformation and strength of buffer material under high temperature and pressure for high-level radioactive waste repository[D].Nanning:Guangxi University,2015.
[216]陈皓,吕海波,陈正汉,等.考虑温度影响的高庙子膨润土强度与变形特性试验研究[J].岩石力学与工程学报,2018,37(8):1962-1979.CHEN Hao,LüHai-bo,CHEN Zheng-han,et al.Reserch of strength and volume change of buffer material in high remperature and pressure[J].Chinese Journal of Rock Mechanics and Engineering,2018,37(8):1962-1979.
[217]ZHANG F,YE W M,CHEN Y G,et al.Influence of salt solution concentration and vertical stress during saturation on the volume change behavior of compacted GMZ01 bentonite[J].Engineering Geology,2016,207:48-55.
[218]刘月妙,王驹,曹胜飞,等.中国高放废物处置缓冲材料大型试验台架和热-水-力-化学耦合性能研究[J].岩土力学,2013,34(10):2756-2762.LIU Yue-miao,WANG Ju,CAO Sheng-fei,et al.Alarge-scale THMC experiment of buffer material for geological disposal of high level radioactive waste in China[J].Rock and Soil Mechanics,2013,34(10):2756-2762.
[219]THOMAS H R,HE Y,ONOFREI C.An examination of the validation of a model of the hydro/thermo/mechanical behaviour of engineered clay barriers[J].International Journal for Numerical and Analytical Methods in Geomechanics,1998,22:49-71.
[220]LALOUI L,FRAN?OIS B,NUTH M,et al.Athermo-hydro-mechanical stress-strain framework for modeling the performance of clay barriers in deep geological repositories for radioactive waste[C]//Unsaturated Soils:Advance in Geo-engineering,Proceedings of the First European Conference on Unsaturated Soils,E-UNSAT 2008.Durham:CRC Press,2008:63-82.
[221]DUPRAY F,FRAN?OIS B,LALOUI L.Analysis of the FEBEX multi-barrier system including thermoplasticity of unsaturated bentonite[J].International Journal for Numerical and Analytical Methods in Geomechanics,2011,Doi:10.1002/nag.1103.
[222]张玉军.热-水-应力耦合模型及FEBEX原位试验二维有限元分析[J].岩土工程学报,2007,29(3):313-318.ZHANG Yu-jun.Coupled thermo-hydro-mechanical model and 2D FEM analysis for FEBEX in-situ test[J].Chinese Journal of Geotechnical Engineering,2007,29(3):313-318.
[223]CHEN Y F,ZHOU C B,JING L R.Modeling coupled THM processes of geological porous media with multiphase flow:theory and validation against laboratory and field scale experiments[J].Computers and Geotechnics,2009,36(8):1308-1329.
[224]蔡国庆,赵成刚,田辉.高放废物地质处置库中非饱和缓冲层的热-水-力耦合数值模拟[J].岩土工程学报,2013,35(增刊1):1-8.CAI Guo-qing,ZHAO Cheng-gang,TIAN Hui.Numerical simulation of coupled thermo-hydromechanical behavior for engineered barriers in high-level radioactive waste disposal[J].Chinese Journal of Geotechnical Engineering,2013,35(Supp.1):1-8.
[225]乔兰,曹胜飞,陈亮,等.缓冲材料试验台架热-水-力耦合数值模拟研究[J].中国矿业,2013,22(5):117-121.QIAO Lan,CAO Sheng-fei,CHEN Liang,et al.Numerical thermo-hydro-mechanical modeling of buffer material in mock-up test for deep geological disposal[J].China Mining Magazine,2013,22(5):117-121.
[226]秦爱芳,赵小龙,王海堂.核废料处置库近场热-水-力耦合性状[J].地下空间与工程学报,2013,9(5):1201-1207.QIN Ai-fang,ZHAO Xiao-long,WANG Hai-tang.Coupled thermo-hydro-mechanical properties in field near nuclear waste repository[J].Chinese Journal of Underground Space and Engineering,2013,9(5):1201-1207.
[227]马巍,王大雁.中国冻土力学研究50 a回顾与展望[J].岩土工程学报,2012,34(4):625-640.MA Wei,WANG Da-yan.Studies on frozen soil mechanics in China in past 50 years and their prospect[J].Chinese Journal of Geotechnical Engineering,2012,34(4):625-640.
[228]马巍,王大雁.冻土力学[M].北京:科学出版社,2014.MA Wei,WANG Da-yan.Frozen soil mechanics[M].Beijing:Science Press,2014.
[229]ZHANG L,MA W,YANG C,et al.Investigation of the pore water pressure of coarse-grained sandy soil during open-system step-freezing and thawing testing[J].Engineering Geology,2014,181:233-248.
[230]MA WEI,ZHANG LIANHAI,YANG CHENGSONG.Discussion of applicability of the generalized ClausiusClapeyron equation and the frozen fringe process[J].Earth science Reviews,2015,142:47-59.
[231]李国玉,马巍,穆彦虎,等.冻融循环对压实黄土湿陷变形影响的过程和机制[J].中国公路学报,2011,24(5):1-5.LI Guo-yu,MA Wei,MU Yan-hu,et al.Process and mechanism of impact of freezing and thawing cycle on collapse deformation of compacted loess[J].China Journal of Highw ay and Transport,2011,24(5):1-5.
[232]WANG L M,WANG W L,YU F.Thaw consolidation behaviours of embankments in permafrost regions with periodical temperature boundaries[J].Cold Regions Science and Technology,2014,109:70-77.
[233]胡再强,刘寅,李宏儒.冻融循环作用对黄土强度影响的试验研究[J].水利学报,2014,45(增刊2):14-18.HU Zai-qiang,LIU Yin,LI Hong-ru.Influence of freezing-thawing cycles on strength of loess[J].Journal of Hydraulic Engineering,2014,45(Supp.2):14-18.
[234]谷琪,王家鼎,司冬冬,等.不同含水率下黄土冻融循环对湿陷性影响探[J].岩土工程学报,2016,38(7):1187-1192.GU Qi,WANG Jia-ding,SI Dong-dong,et al.Effect of freeze-thaw cycles on collapsibility of loess under different moisture contents[J].Chinese Journal of Geotechnical Engineering,2016,38(7):1187-1192.
[235]MA T T,WEI C F,XIA X L,et al.Soil freezing and soil water retention characteristics:their connection and solute effects[J].Journal of Performance of Constructed Facilities,ASCE,2015.
[236]曾志雄,孔令伟,李晶晶,等.干湿-冻融循环下延吉膨胀岩的力学特性及其应力-应变归一化[J].岩土力学,2018,39(8):2895-2904.ZENG Zhi-xiong,KONG Ling-wei,LI Jing-jing,et al.Mechanical properties and normalized stress-strain behaviour of Yanji swelling rock under wetting-drying-freezing-thawing cycles[J].Rock and Soil Mechanics,2018,39(8):2895-2904.
[237]黄雪峰,李佳,崔红,等.非饱和原状黄土垂直高边坡潜在土压力原位测试试验研究[J].岩土工程学报,2010,32(4):500-506.HUANG Xue-feng,LI Jia,CUI Hong,et al.Distribution characteristics of earth pressure for unsaturated intacted loesss[J].Chinese Journal of Geotechnical Engineering,2010,32(4):500-506.
[238]李加贵,陈正汉,黄雪峰,等.原状非饱和Q3黄土的土压力原位测试和强度特性研究[J].岩土力学,2010,31(2):433-440.LI Jia-gui,CHEN Zheng-han,HUANG Xue-feng,et al.Insite test on earth pressure and saturating collapse test for unsaturated loess Q3 on high slope[J].Rock and Soil Mechanics,2010,31(2):433-440.
[239]邵生俊,褚峰,陆嫄,等.一种伺服液压加载双室三轴仪的研制与开发[J].岩土力学,2015,36(增刊1):691-696.SHAO Sheng-jun,CHU Feng,LU Yuan,et al.Development of new double cell triaxial apparatus controlled by hydraulic servo[J].Rock and Soil Mechanics,2015,36(Supp.1):691-696.
[240]郭楠,陈正汉,杨校辉,等.重塑黄土的湿化变形规律及其细观结构演化特性研究[J].西南交通大学学报,2018,54(1):74-83.GUO Nan,CHEN Zheng-han,YANG Xiao-hui,et al.Research on wetting-deformation regularity and micro-structure evolution characteristics of remolded loess in the process of triaxial soaking tests[J].Journal of Southwest Jiaotong University,2018,54(1):75-84.
[241]张爱军,邢义川,汪海涛,等.基于增湿变形的渠道工程黄土渠基湿陷性评价方法[J].水利学报,2017,48(1):41-51.ZHANG Ai-jun,XING Yi-chuan,WANG Hai-tao,et al.Evaluation method for collapsibility of channel engineering with loess foundation based on moistening deformation[J].Journal of Hydraulic Engineering,2017,48(1):41-51.
[242]王松鹤,骆亚生.黄土三轴剪切蠕变特性研究[J].岩土工程学报,2010,32(10):1633-1637.WANG Song-he,LUO Ya-sheng.Triaxial shear creep characteristics of loess[J].Chinese Journal of Geotechnical Engineering,2010,32(10):1633-1637.
[243]王鹏程,骆亚生,张希栋,等.分级加卸载条件下Q3黄土三轴蠕变特性研究[J].地下空间与工程学报,2014,10(6):1237-1242.WANG Peng-cheng,LUO Ya-sheng,ZHANG Xi-dong,et al.Research on the triaxial creep characteristics of Q3loess under loading and unloading by steps[J].Journal of Underground Space and Engineering,2014,10(6):1237-1242.
[244]王鹏程,骆亚生,胡连信,等.重塑黄土三轴蠕变特性研究及模型分析[J].岩土力学,2015,36(6):1627-1632.WANG Peng-cheng,LUO Ya-sheng,HU Lian-xin,et al.Research on triaxial creep characteristics and models of remolded loess[J].Rock and Soil Mechanics,2015,36(6):1627-1632.
[245]胡连信,骆亚生.平面蠕变仪的改造及黄土平面蠕变试验[J].人民黄河,2015,37(5):122-124.HU Lian-xin,LUO Ya-sheng.Reformation for plane creepmeter and plane creep tests of loess[J].Yellow River,2015,37(5):122-124.
[246]黄雪峰,陈正汉,哈双,等.大厚度自重湿陷性黄土场地湿陷变形特征的大型现场浸水试验研究[J].岩土工程学报,2006,28(3):382-389.HUANG Xue-feng,CHEN Zheng-han,HA Shuang,et al.Large areal field immersion tests on characteristics of deformation of self weight collapse loess under overburden pressure[J].Chinese Journal of Geotechnical Engineering,2007,28(3):382-389.
[247]黄雪峰,陈正汉,哈双,等.大厚度自重湿陷性黄土中灌注桩承载性状与负摩阻力的试验研究[J].岩土工程学报,2007,29(3):338-346.HUANG Xue-feng,CHEN Zheng-han,HA Shuang,et al.Research on bearing behaviors and negative friction force for filling piles in the site of collapsible loess with big thickness[J].Chinese Journal of Geotechnical Engineering,2007,29(3):338-346.
[248]王小军,米维军,熊治文,等.郑西客运专线黄土地基湿陷性现场浸水试验研究[J].铁道学报,2012,34(1):83-90.WANG Xiao-jun,MI Wei-jun,XIONG Zhi-wen,et al.Water immersion field tests of collapsibility of loess foundation of Zhengzhou-Xi’an passenger dedicated line[J].Journal of the China Railway Society,2012,34(1):83-90.
[249]郑建国,邓国华,刘争宏,等.黄土湿陷性分布不连续对湿陷变形的影响研究[J].岩土工程学报,2015,37(1):165-170.ZHENG Jian-guo,DENG Guo-hua,LIU Zheng-hong,et al.Influence of discontinuous distribution of collapsible loess on its deformation[J].Chinese Journal of Geotechnical Engineering,2015,37(1):165-170.
[250]武小鹏,楚华栋,屈耀辉,等.自重湿陷性黄土下限深度判定方法探讨[J].西北地震学报,2011,33(增刊2):218-222.WU Xiao-peng,CHU Hua-dong,QU Yao-hui,et al.Discussion on judging methods for the maximum depth[J].Northwestern Seismological Journal,2011,33(Supp.1):218-222.
[251]黄雪峰,张广平,姚志华,等.大厚度自重湿陷性黄土湿陷变形特性水分入渗规律及地基处理方法研究[J].岩土力学,2011,32(增刊2):100-108.HUANG Xue-feng,ZHANG Guang-ping,YAO Zhi-hua,et al.Research on deformation,permeability regularity and foundation treatment method of dead-weight collapse loess with heavy section[J].Rock and Soil Mechanics,2011,32(Supp.2):100-108.
[252]姚志华,黄雪峰,陈正汉,等.兰州地区大厚度自重湿陷性黄土场地浸水试验综合观测研究[J].岩土工程学报,2012,34(1):65-74.YAO Zhi-hua,HUANG Xue-feng,CHEN Zheng-han,et al.Comprehensive soaking tests on self-weight collapse loess with heavy section in Lanzhou region[J].Chinese Journal of Geotechnical Engineering,2012,34(1):65-74.
[253]马闫,王家鼎,彭淑君,等.大厚度黄土自重湿陷性场地浸水湿陷变形特征研究[J].岩土工程学报,2014,36(3):537-546.MA Yan,WANG Jia-ding,PENG Shu-jun,et al.Immersion tests on characteristics of deformation of self-weight collapsible loess under overburden pressure[J].Chinese Journal of Geotechnical Engineering,2014,36(3):537-546.
[254]武小鹏.基于试坑浸水试验的大厚度黄土地基湿陷及渗透特性研究[D].兰州:兰州大学,2016.WU Xiao-peng.Study on the characteristics of collapse and permeability of large thickness loess ground based on water immersion test[D].Lanzhou:Lanzhou University,2016.
[255]张爱军,邢义川,胡新丽,等.伊犁黄土强烈自重湿陷性的影响因素试验分析[J].岩土工程学报,2016,38(Supp.2):117-122.ZHANG Ai-jun,XING Yi-chuan,HU Xin-li,et al.Influence factors of strong self-weight collapsibility of Ili loess[J].Chinese Journal of Geotechnical Engineering,2016,38(Supp.2):117-122.
[256]ZHANG A J,XING Y C,HU X L,et al.Experimental study on characteristics of the collapsibility of Ili loess[C]//Unsaturated Soil Mechanics-from Theory to Practice.London:Tayior&Francis Group,2015:117-126.
[257]邢义川,金松丽,赵卫全,等.基于离心模型试验的黄土湿陷试验新方法研究[J].岩土工程学报,2017,39(3):389-398.XING Yi-chuan,JIN Song-li,ZHAO Wei-quan,et al.New experimental method for loess collapsibility using centrifugal model tests[J].Chinese Journal of Geotechnical Engineering,2017,39(3):389-398.
[258]关亮.预留湿陷量的大厚度自重湿陷性黄土复合地基的变形特性研究[D].重庆:后勤工程学院,2012.GUAN Liang.Research on deformation behavior of composite foundation of self-weight collapse loess with large thickness and reserved collapse settlement[D].Chongqing:Logistic Engineering University,2012.
[259]刘争宏,郑建国,于永堂.湿陷性黄土场地PHC桩竖向承载性状试验研究[J].岩土工程学报,2010,32(增刊2):111-114.LIU Zheng-hong,ZHENG Jian-guo,YU Yong-tang.Vertical bearing behaviors of PHC piles in collapsible loess[J].Chinese Journal of Geotechnical Engineering,2010,32(Supp.2):111-114.
[260]刘争宏,郑建国.桩基内力长期监测中的蠕变影响分析[J].岩土力学,2013,34(5):1391-1396.LIU Zheng-hong,ZHENG Jian-guo.Analysis of creep influence in long-term pile stress test[J].Rock and Soil Mechanics,2013,34(5):1391-1396.
[261]刘争宏,郑建国,张继文,等.湿陷性黄土地区桥梁桩基工后沉降计算方法研究[J].岩土工程学报,2014,36(2):320-326.LIU Zheng-hong,ZHENG Jian-guo,ZHANG Ji-wen,et al.Method for post-construction settlement of pile foundation of bridges in collapsible loess area[J].Chinese Journal of Geotechnical Engineering,2014,36(2):320-326.
[262]王恭先.大型黄土滑坡灾害的识别、评判和防治技术[C]//第二届全国非饱和土与特殊土力学及工程学术研讨会论文摘要汇编.兰州:[出版社不详],2017:1-9.WANG Gong-xian.Recognition,judge and prevention technique for major loess landslip[C]//Proceedings of 2nd National Conference on Mechanics&Application of Unsaturated Soils and Special Soils.Lanzhou:[s.n.],2017:1-9.
[263]谷天峰,王家鼎,王念秦.吕梁机场黄土滑坡特征及其三维稳定性分析[J].岩土力学,2013,34(7):2009-2016.GU Tian-feng,WANG Jia-ding,WANG Nian-qin.Geological features of loess landslide at Lüliang airport and its 3D stability analysis[J].Rock and Soil Mechanics,2013,34(7):2009-2016.
[264]谷天峰,王家鼎.GIS在黄土工程地质中的应用[M].北京:地震出版社,2013.GU Tian-feng,WANG Jia-ding.Applications of GIS on loess engineering geology[M].Beijing:Seismological Press,2013.
[265]胡晋川,谢永利,王文生.黄土公路阶梯状高路堑边坡稳定性研究[J].岩石力学与工程学报,2010,29(增刊1):3093-3100.HU Jin-chuan,XIE Yong-li,WANG Wen-sheng.Study of stability characteristics of multistair high cut slope in loess highway[J].Chinese Journal of Rock Mechanics and Engineering,2010,29(Supp.1):3093-3100.
[266]邢义川,张爱军,安鹏,等.南水北调中线穿黄工程南岸明渠高边坡稳定性研究[J].南水北调与水利科技,2014,72(3):148-151.XING Yi-chuan,ZHANG Ai-jun,AN Peng,et al.Stability of high stope in open channel on south bank for crossing the Yellow River project in the middle route of South-to-North Water Diversion on project[J].South-to-North Water Transfers and Water Science&Technology,2014,72(3):148-151.
[267]邢义川,李振,安鹏.南水北调中线穿黄工程南岸黄土强度特性研究[J].南水北调与水利科技,2014,71(2):129-131.XING Yi-chuan,LI Zhen,AN Peng.Stability of high stope in open channel on south bank for crossing the Yellow River project in the middle route of South-to-North Water Diversion project[J].South-to-North Water Transfers and Water Science&Technology,2014,71(2):129-131.
[268]邹维列,李聪,汪建峰,等.非饱和路堤对加载和降雨入渗响应的模型试验研究[J].岩土工程学报,2009,31(10):1512-1519.ZOU Wei-lie,LI Cong,WANG Jian-feng,et al.Model tests on responses of unsaturated road-embankments to loading and rainfall infiltration[J].Chinese Journal of Geotechnical Engineering,2009,31(10):1512-1519.
[269]广东华路交通科技有限公司.路基内部水分迁移特性研究[R].广州:广东华路交通科技有限公司,2011.Guangdong Hualu Corporation of Transportation Technology.Research on the migration behavior of water in embankment[R].Guangzhou:Guangdong Hualu Corporation of Transportation Technology,2011.
[270]武彩萍,骆亚生,陈伟,等.降雨对黄土裸坡坡面形态影响的室内模型试验[J].水土保持通报,2013,33(1):115-119.WU Cai-ping,LUO Ya-sheng,CHEN Wei,et al.Indoor model experiment for rainfall effect on loess slope shape[J].Bulletin of Soil and Water Conservation,2013,33(1):115-119.
[271]翁效林,马豪豪,梁东平.差异沉降条件下黄土拓宽路基协调机制模型试验研究[J].岩石力学与工程学报,2013,32(增刊2):4002-4008.WENG Xiao-lin,MA Hao-hao,LIANG Dong-ping,et al.Model experimental study of loess widened embankment coordination mechanism under conditions of differential settlement[J].Chinese Journal of Rock Mechanics and Engineering,2013,32(Supp.2):4002-4008.
[272]DONG Jian-hua,ZHU Yan-peng,ZHOU Yong,et al.Dynamic calculation model and seismic response for frame supporting structure with prestressed anchors[J].Science China(Technological Science),2010,53(7):1957-1966.
[273]朱彦鹏,董建华.柔性支挡结构的静动力稳定性分析[M].北京:科学出版社,2015.ZHU Yan-peng,DONG Jian-hua.Static and dynamic stability analysis of flexible retaining structure[M].Beijing:Science Press,2015.
[274]叶帅华,朱彦鹏,王邓峮,等.框架-预应力锚杆-土体系统地震动相互作用分析模型及地震响应分析[J].土木工程学报,2014,47(5):102-109.YE Shuai-hua,ZHU Yan-peng,WANG Deng-qun,et al.Seismic interaction analysis model and seismic response analysis of frame-prestressed anchor-soil system[J].China Civil Engineering Journal,2014,47(5):102-109.
[275]杨校辉,朱彦鹏,郭楠,等.西北地区某大型深基坑群优化设计与施工分析[J].岩土工程学报,2014,35(增刊2):165-173.YANG Xiao-hui,ZHU Yan-peng,GUO Nan,et al.Optimization design and construction of large deep foundation pit groups in northwestern areas of China[J].Chinese Journal of Geotechnical Engineering,2014,35(Supp.2):165-173.
[276]周勇,王栋良,王鑫.考虑降雨影响的框锚支护结构稳定性动态分析[J].铁道工程学报,2015,32(5):23-29.ZHOU Yong,WANG Dong-liang,WANG Xin.The Dynamic analysis of stability on the frame supporting structure with prestressed anchors considering the rainfall influence[J].Journal of Railway Engineering Society,2015,32(5):23-29.
[277]来弘鹏,谢永利,刘苗,等.黄土地区浅埋暗挖地铁隧道衬砌受力分析[J].岩土工程学报,2011,33(8):1167-1172.LAI Hong-peng,XIE Yong-li,LIU Miao,et al.Mechanical characteristics for linings of shallow excavation metro tunnel in loess region[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1167-1172.
[278]来弘鹏,郑甲佳,谢永利.黄土地区浅埋暗挖地铁隧道围岩压力特征研究[J].铁道学报,2012,34(3):99-104.LAI Hong-peng,ZHENG Jia-jia,XIE Yong-li.Study on characteristics of surrounding rock pressure of under cut metro tunnel with shallow buried excavation in loess region[J].Journal of the China Railway Society,2012,34(3):99-104.
[279]魏学温.膨胀土的湿胀变形与结构损伤演化特性研究[D].重庆:后勤工程学院,2007.WEI Xue-wen.Swelling deformation and structural damage evolvement properties of expansive soils[D].Chongqing:Logistic Engineering University,2007.
[280]李振,邢义川,张爱军.膨胀土的浸水变形特性[J].水利学报,2005,36(11):1385-1391.LI Zhen,XING Yi-chuan,ZHANG Ai-jun.Water immersion deformation characteristics of expansive soil[J].Journal of Hydraulic Engineering,2005,36(11):1385-1391.
[281]李振,邢义川,周俊.膨胀土两种不同条件下抗剪强度比较[J].水力发电学报,2009,28(1):165-170.LI Zhen,XING Yi-chuan,ZHOU Jun.Comparison with shear strength of the expansive soil under two different conditions[J].Journal of Hydroelectric Engineering,2009,28(1):165-170.
[282]李雄威,孔令伟,郭爱国,等.考虑水化状态影响的膨胀土强度特性[J].岩土力学,2008,29(12):3193-3199.LI Xiong-wei,KONG Ling-wei,GUO Ai-guo,et al.Strength characteristics of expansive soil considering effect of hydrous state[J].Rock and Soil Mechanics,2008,29(12):3193-3199.
[283]孔令伟,李雄威,郭爱国,等.脱湿速率影响下的膨胀土工程性状与持水特征初探[J].岩土工程学报,2009,31(3):335-340.KONG Ling-wei,LI Xiong-wei,GUO Ai-guo,et al.Preliminary study on engineering behaviors and water retention characteristics of expansive soil under influence of drying rate[J].Chinese Journal of Geotechnical Engineering,2009,31(3):335-340.
[284]周葆春,孔令伟,郭爱国.不同水化状态下的压实膨胀土应力-应变-强度特征[J].岩土力学,2012,33(3):641-651.ZHOU Bao-chun,KONG Ling-wei,GUO Ai-guo.Stress-strain-strength behaviour of compacted expansive soil under different hydration states[J].Rock and Soil Mechanics,2012,33(3):641-651.
[285]李新明,孔令伟,郭爱国,等.考虑超固结比和应力速率影响的膨胀土卸荷力学特性研究[J].岩土力学,2013,34(增刊2):121-127.LI Xin-ming,KONG Ling-wei,GUO Ai-guo,et al.Effects of over consolidation ratio and stress rate on unloading mechanical behavior of expansive clay[J].Rock and Soil Mechanics,2013,34(Supp.2):121-127.
[286]李新明.膨胀土超固结应力释放的力学性状与堑坡稳定性分析[D].武汉:中国科学院大学,2014.LI Xin-ming.Mechanical properties of stress release in overconsolidation of expansive soil and analysis of graben slope stability[D].Wuhan:University of Chinese Academy of Sciences,2014.
[287]ZOU Wei-lie,ZHANG Jun-feng,VANAPALLI S K.Determination of the modulus of elasticity and suction modulus of compacted unsaturated expansive clay from Nanyang,China[C]//UNSAT2014,Unsaturated Soils:Research&Applications.Sydney:[s.n.],2014:1741-1748.
[288]黄紹鏗,柯尊敬,范秋雁,等.天然膨胀土边坡现场气象、吸力、含水量、土层变形综合观测[C]//中加非饱和土研讨会,武汉:[出版社不详],1994:184-193.HUANG Shao-geng,KE Zun-jing,FAN Qiu-yan,et al.Comprehensive observation of weather,suction,water content and deformation of expansive soil slope profile[C]//Sino-Canadian Symposium on Unsaturated/Expansive Soils.Wuhan:[s.n.],1994:184-193.
[289]孔令伟,陈建斌,郭爱国,等.大气作用下膨胀土边坡的现场响应试验研究[J].岩土工程学报,2007,29(7):1065-1073.KONG Ling-wei,CHEN Jian-bin,GUO Ai-guo,et al.Field response tests on expansive soil slopes under atmosphere[J].Chinese Journal of Geotechnical Engineering,2007,29(7):1065-1073.
[290]李雄威,孔令伟,郭爱国.气候影响下膨胀土工程性质的原位响应特征试验研究[J].岩土力学,2009,30(7):2069-2074.LI Xiong-wei,KONG Ling-wei,GUO Ai-guo.Field response characteristic test of expansive soil engineering behavior under effect of atmosphere[J].Rock and Soil Mechanics,2009,30(7):2069-2074.
[291]中国水利水电科学研究院.非饱和特殊土的强度变形理论及其工程应用[R].北京:中国水利水电科学研究院,2011.Science China Institute of Water Resources and Hydropower Research.Strength deformation theory of unsaturated special soil and its engineering application[R].Beijing:Science China Institute of Water Resources and Hydropower Research,2011.
[292]程永辉,程展林,张元斌.降雨条件下膨胀土边坡失稳机理的离心模型试验研究[J].岩土工程学报,2011,33(增刊1):416-421.CHENG Yong-hui,CHENG Zhan-lin,ZHANG Yuan-bin.Centrifugal model tests on expansive soil slope under rainfall[J].Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):416-421.
[293]程展林,丁金华,饶锡保,等.膨胀土边坡物理模型试验研究[J].岩土工程学报,2014,36(4):716-723.CHENG Zhan-lin,DING Jin-hua,RAO Xi-bao,et al.Physical model tests of expansive soil slope[J].Chinese Journal of Geotechnical Engineering,2014,36(4):716-723.
[294]程展林,龚壁卫.膨胀土边坡[M].北京:科学出版社,2015.CHENG Zhan-lin,GONG Bi-wei.Expansive soil slope[M].Beijing:Science Press,2015.
[295]陈善雄,赵旻,冷星火,等.强膨胀土渠坡破坏机理及处理技术[M].北京:科学出版社,2016.CHEN Shan-xiong,ZHAO Min,LENG Xing-huo,et al.Failure mechanism and treatment technology of cannel slope of strong expansion soil[M].Beijing:Science Press,2016.
[296]杨果林,滕珂,秦朝辉.膨胀土侧向膨胀力原位试验研究[J].中南大学学报(自然科学版),2014,45(7):2326-2332.YANG Guo-lin,TENG Ke,QIN Zhao-hui.An in-situ experimental research of lateral swelling pressure on expansive soils[J].Journal of Central South University(Science and Technology),2014,45(7):2326-2332.
[297]杨果林,王亮亮.膨胀土路堑全封闭基床结构型式及其动力模型试验[J].铁道学报,2015,46(11):104-109.YANG Guo-lin,WANG Liang-liang.Structure and dynamic model test of fully-closed railway subgrade in swelling soil cutting[J].Journal of the China Ralilway Society,2015,46(11):104-109.
[298]赵金刚,王家鼎,谷天峰,等.降雨-蒸发循环作用下膨胀土填方边坡变形特征与机理研究[J].自然灾害学报,2013,22(6):116-124.ZHAO Jin-gang,WANG Jia-ding,GU Tian-feng,et al.Study on deformation characteristic and mechanism of expansive soil fill slope under precipitation-evaporation cycle[J].Journal of Natural Disasters,2013,22(6):116-124.
[299]TANG L S,ZHAO Z L,LUO Z G,et al.How significant are tension cracks in cohesive slopes[J].Journal of Rock Mechanics and Geotechnical Geotechnical Engineering,2019,11(1):653-668.
[300]李又云,谢永利,刘保健.路基压实黄土动力特性的试验研究[J].岩石力学与工程学报,2009,28(5):1037-1046.LI You-yun,XIE Yong-li,LIU Bao-jian.Expeimental research on dynamic characteristics of roadbed compaction loess[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(5):1037-1046.
[301]谷天峰,王家鼎,任权,等.循环荷载作用下黄土边坡变形研究[J].岩石力学与工程学报,2009,28(增刊1):3156-3162.GU Tian-feng,WANG Jia-ding,REN Quan,et al.Study on deformation of loess slope under cyclic load[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(Supp.1):3156-3162.
[302]吴志坚,王兰民,陈拓,等.汶川地震远场黄土场地地震动场地放大效应机制研究[J].岩土力学,2012,33(12):3736-3740.WU Zhi-jian,WANG Lan-min,CHEN Tuo,et al.Study of mechanism of site amplification effects on ground motion in far field loess during Wenchuan Ms8.0earthquake[J].Rock and Soil Mechanics,2012,33(12):3736-3740.
[303]言志信,张学东,张森,等.地震作用下边坡的共振响应研究[J].工程抗震与加固改造,2011,33(1):6-11.YAN Zhi-xin,ZHANG Xue-dong,ZHANG Sen,et al.Study on seismic resonance effect of slope[J].Earthquake Resistant Engineering and Retrofitting,2011,33(1):6-11.
[304]言志信,郭斌,张学东,等.黄土边坡动力响应分析[J].防灾减灾工程学报,2012,32(5):629-635.YAN Zhi-xin,GUO Bin,ZHANG Xue-dong,et al.Dynamic response analysis of loess slope[J].Journal of Disaster Prevention and Mitigation Engineering,2012,32(5):629-635.
[305]言志信,郭斌,贺香,等.多级边坡平台宽度对边坡地震动力响应及破坏机制的影响[J].岩土力学,2012,33(增刊2):352-358.YAN Zhi-xin,GUO Bin,HE Xiang,et al.Study of effect of platform width on dynamic response and failure mechanism of stepped slopes under earthquake[J].Rock and Soil Mechanics,2012,33(Supp.2):352-358.
[306]王志杰,骆亚生,王瑞瑞,等.不同地区原状黄土动剪切模量与阻尼比试验研究[J].岩土工程学报,2010,32(9):1464-1469.WANG Zhi-jie,LUO Ya-sheng,WANG Rui-rui,et al.Experimental study on dynamic shear modulus and damping ratio of undisturbed loess in different regions[J].Chinese Journal of Geotechnical Engineering,2010,32(9):1464-1469.
[307]王志杰,骆亚生.初始主应力方向角对黄土动变形特性影响研究[J].地震工程与工程振动,2013,33(1):184-191.WANG Zhi-jie,LUO Ya-sheng.Effects of initial angles of principal stresses on dynamic deformation properties of loess[J].Journal of Earthquake Engineering and Engineering Vibration,2013,33(1):184-191.
[308]张希栋,骆亚生.双向动荷载下黄土的动剪切模量特性研究[J].岩土力学,2015,36(9):2591-2598.ZHANG Xi-dong,LUO Ya-sheng.Study of dynamic shear modulus of loess under bidirectional dynamic loads[J].Rock and Soil Mechanics,2015,36(9):2591-2598.
[309]LU ZHENG,YAO HAILIN,WU WANPING,et al.Dynamic stress and deformation of a layered road structure under vehicle traffic loads:experimental measurements and numerical calculations[J].Soil Dynamics and Earthquake Engineering,2012,39:100-112.
[310]LU ZHENG,YAO HAILIN,HU ZHI.Dynamic response of a pavement-subgrade-soft ground system subjected to moving traffic load[J].Journal of Vibroengineering,2014,16(1):219-233.
[311]LU ZHENG,HU ZHI,YAO HAILIN,et al.An analytical method for evaluating highway embankment responses with consideration of dynamic wheel-pavement interactions[J].Soil Dynamics and Earthquake Engineering,2016,83:135-147.
[312]NG C W W,ZHOU C.Cyclic behaviour of an unsaturated silt at various suctions and temperatures[J].Géotechnique,2014,64(9):709-720.
[313]冯怀平,王志鹏,常建梅,等.重载铁路基床动力湿化特性试验研究[J].土木工程学报,2015,48(增刊2):236-240.FENG Huai-ping,WANG Zhi-peng,CHANG Jian-mei,et al.Experimental study on dynamic slaking deformation characteristics of heavy haul railway subgrade soil[J].China Civil Engineering Journal,2015,48(Supp.2):236-240.
[314]詹良通,李鹤,陈云敏.东南沿海残积土地区降雨诱发型滑坡预报雨强-历时曲线的影响因素分析[J].岩土力学,2012,33(3):872-880.ZHAN Liang-tong,LI He,CHEN Yun-min.Parametric analyses of intensity-duration curve for predicting rainfall-induced landslides in residual soil slope in southeastern coastal areas of China[J].Rock and Soil Mechanics,2012,33(3):872-880.
[315]詹良通,刘小川,泰培,等.降雨诱发粉土边坡失稳的离心模型试验及雨强-历时警戒曲线的验证[J].岩土工程学报,2014,36(10):1784-1790.ZHAN Liang-tong,LIU Xiao-chuan,TAI Pei,et al.Centrifuge modelling of rainfall-induced slope failure in silty soils and validation of intensity-duration curves[J].Chinese Journal of Geotechnical Engineering,2014,36(10):1784-1790.
[316]陈伟,骆亚生,武彩萍.人工降雨作用下黄土边坡的室内模型试验研究[J].中国农村水利水电,2013,(5):100-104.CHEN Wei,LUO Ya-sheng,WU Cai-ping.The laboratory model test study of loess slope under the artificial rainfall[J].China Rural Water and Hydropower,2013,(5):100-104.
[317]陈海霞,王家鼎.延安地区降雨引发黄土泥流的试验研究[J].水土保持通报,2013,33(2):39-42.CHEN Hai-xia,WANG Jia-ding.Experimental study on loess mudflow induced by rainfall in Yan’an area[J].Bulletin of Soil and Water Conservation,2013,33(2):39-42.
[318]何思明,沈均,吴永.滚石冲击荷载下棚洞结构动力响应[J].岩土力学,2011,32(3):781-788.HE Si-ming,SHEN Jun,WU Yong.Rock shed dynamic response to impact of rock-fall[J].Rock and Soil Mechanics,2011,32(3):781-788.
[319]HE S M,OUYANG C,LIU W,et al.Coupled model of two-phase debris flow,sediment transport and morphological evolution[J].Acta Geologica Sinica(English Edition),2016,90(6):2206-2215.
[320]LIU W,HE S M,LI X,et al.Two-dimensional landslide dynamic simulation based on a velocity-weakening friction law[J].Landslides,2016,13(5):957-965.
[321]LIU W,HE S M.A two-layer model for simulating landslide dam over mobile river beds[J].Landslides,2016,13(3):565-576.
[322]KONG LINGWEI,BAI WEI,GUO AIGUO.Effects of cracks on the electrical conductivity of a fissured laterite:a combined experimental and statistical study[J].Geotechnical Testing Journal,2012,35(6):870-878.
[323]谈云志,孔令伟,郭爱国,等.压实红黏土的湿化变形试验研究[J].岩土工程学报,2011,33(3):483-489.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Experimental study on wetting deformation of compacted laterite[J].Chinese Journal of Geotechnical Engineering,2011,33(3):483-489.
[324]谈云志,孔令伟,郭爱国,等.压实过程对红黏土的孔隙分布影响研究[J].岩土力学,2010,31(5):1427-1430.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Research on effect of compaction on pore size distribution of laterite soil[J].Rock and Soil Mechanics,2010,31(5):1427-1430.
[325]谈云志,孔令伟,郭爱国,等.压实红黏土的持水性能与机制分析[J].岩土力学,2011,32(增刊1):334-338.TAN Yun-zhi,KONG Ling-wei,GUO Ai-guo,et al.Analysis of water holding capacity and mechanism of compacted laterite soil[J].Rock and Soil Mechanics,2011,32(Supp.1):334-338.
[326]谈云志,喻波,刘晓玲,等.压实红黏土失水收缩过程的孔隙演化规律[J].岩土力学,2015,36(2):369-375.TAN Yun-zhi,YU Bo,LIU Xiao-ling,et al.Pore size evolution of compacted lateriteunder desiccation shrinkage process effects[J].Rock and Soil Mechanics,2015,36(2):369-375.
[327]曾召田,赵艳林,吕海波,等.运行模式对地埋管换热器热交换性能的影响试验[J].可再生能源,2016,34(5):737-744.ZENG Zhao-tian,ZHAO Yan-lin,LüHai-bo,et al.Experimental study on operation modes impact on heat exchange performance of ground heat exchanger[J].Renewable Energy Resources,2016,34(5):737-744.
[328]曾召田,徐云山,赵艳林,等.岩溶区地源热泵系统土壤热湿迁移实验平台研制[J].广西大学学报(自然科学版),2016,41(1):178-186.ZENG Zhao-tian,XU Yun-shan,ZHAO Yan-lin,et al.Development of experimental platform on soil heat and moisture migration of ground source heat pump system in karst region[J].Journal of Guangxi University(Natural Science Edition),2016,41(1):178-186.
[329]ZENG Z T,ZHAO Y L,LU H B,et al.Development of test-bed and model test for one-dimensional heat and moisture transfer in soils[C]//Proceeding of the 6th Asia-Pacific Conference on Unsaturated Soils.London:Taylor&Francis,2015.
[330]杨果林,刘晓红.高速铁路无砟轨道红黏土地基沉降控制与动力稳定性[M].北京:中国铁道出版社,2010.YANG Guo-lin,LIU Xiano-hong.Foundation settlement control and dynamic stability of high-speed railway ballastless track in red clay[M].Beijing:China Railway Publishing House,2010.
[331]高江平.盐渍土工程与力学性质研究进展[J].力学与实践,2011,33(4):1-7.GAO Jiang-ping.Research progress in engineering and mechanical properties of the saline soil[J].Mechanics in Engineering,2011,33(4):1-7.
[332]李振,邢义川,张宏.盐渍土冻胀性的试验研究[J].西北农林科技大学学报(自然科学版),2005,33(7):73-76.LI Zhen,XING Yi-chuan,ZHANG Hong.Experimental study on frost heaving of saline soil[J].Joural of Northwest Sci-Tech University of Agriculture and Forestry(Natural Science Edition),2005,33(7):73-76.
[333]牛玺荣,高江平.综合考虑盐胀和冻胀时硫酸盐渍土体积变化关系式的建立[J].岩土工程学报,2015,37(4):755-760.NIU Xi-rong,GAO Jiang-ping.Expression for volume change of sulphate saline soil considering salt expnsion and frost heave[J].Chinese Journal of Geotechnical Engineering,2015,37(4):755-760.
[334]黄雪峰,邱爽,付正锋,等.宁南黄河灌区硫酸盐盐渍土盐胀规律及特性研究[J].四川建筑科学研究,2010,36(6):114-117.HUANG Xue-feng,QIU Shuang,FU Zheng-feng,et al.Study in the salt expansion and characteristic of ulfate saline soil in Ningnan irrigation area of the Yellow River in Ningxia[J].Sichuan Building Science,2010,36(6):114-117.
[335]黄雪峰,张沛然,杨校辉,等.盐渍土盐胀特性与水热状态变化特征试验研究[J].水利与建筑工程学报,2016,14(6):184-189.HUANG Xue-feng,ZHANG Pei-ran,YANG Xiao-hui,et al.Experimental research on salt expansion law of saline soil and the change characteristics under different water thermal conditions[J].Journal of Water Resources and Architectural Engineering,2016,14(6):184-189.
[336]张伟,陈正汉,黄雪峰,等.硫酸盐渍土的力学和细观特性试验研究[J].建筑科学,2012,9(4):372-375.ZHANG Wei,CHEN Zheng-han,HUANG Xue-feng,et al.Research on mechanical and microscopical characteristics of sulfate saline soil[J].Building Science,2012,9(4):372-375.
[337]张沛然,黄雪峰,杨校辉,等.盐渍土水热场耦合效应与盐胀变形试验研究[J].岩土力学,2018,39(5):1619-1624.ZHANG Pei-ran,HUANG Xue-feng,YANG Xiao-hui,et al.Experiment on coupling effect of water and thermal field and salt-expansion deformation of salty soil[J].Rock and Soil Mechanics,2018,39(5):1619-1624.
[338]张莎莎,王永威,杨晓华,等.砾类亚硫酸盐渍土盐胀率的简化预测模型[J].中国公路学报,2015,28(11):1-14.ZHANG Sha-sha,WANG Yong-wei,YANG Xiao-hua,et al.Simplified prediction model of salt expansion rate for gravel sulfite saline soil[J].China Journal of Highway and Transport,2015,28(11):1-14.
[339]张莎莎,杨晓华,张秋美.天然粗粒盐渍土大型路堤模型试验研究[J].岩土工程学报,2012,34(5):842-847.ZHANG Sha-sha,YANG Xiao-hua,ZHANG Qiu-mei.Large-scale model tests on embankment of crude coarse grained saline soil[J].Chinese Journal of Geotechnical Engineering,2012,34(5):842-847.
[340]董晓明,谢永利,李天华,等.粗粒硫酸盐渍土盐胀特性[J].南水北调与水利科技,2011,9(1):40-43.DONG Xiao-ming,XIE Yong-li,LI Tian-hua,et al.Characteristics of salt heaving for coarse-grained sulphate saline soil[J].South-to-North Water Tranfers and Water Science&Technonlogy,2011,9(1):40-43.
[341]李楠.乐雅高速公路冰水堆积土路基填筑工艺及变形研究[D].西安:长安大学,2012.LI Nan.Study on construction technology and deformation regularity of fluvioglacial deposits subgrade in the Leshan-Ya’an highway[D].Xi’an:Chang’an University,2012.
[342]侯召强.冰水堆积土混填路基变形特性研究[D].西安:长安大学,2013.HOU Zhao-qiang.Study on deformation characteristics of fluvioglacial deposits filling sub-grade[D].Xi’an:Chang’an University,2013.
[343]XU X B,ZHAN L T,CHEN Y M,et al.Intrinsic and relative permeabilities of shredded municipal solid wastes from the Qizishan landfill,China[J].Canadian Geotechnical Journal,2014,51(12):1243-1252.
[344]ZHAN L T,XU X B,CHEN Y M,et al.Dependence of gas collection efficiency on leachate level at wet municipal solid waste landfills and its improvement methods in China[J].Journal of Geotechnical and Geoenvironmental Engineering,ASCE,2015,141(4).
[345]CHEN Y M,ZHAN L T,LI Y C.Development of leachate mounds and control of leachate-related failures at MSW landfills in humid regions[C]//Proceedings of the6th International Congress on Environmental Geotechnics.New Delhi:[s.n.],2010:76-98.
[346]黄四平,金龙,胡再强.火烧对汉阳陵土微结构的影响[J].土壤通报,2013,44(6):1337-1342.HUANG Si-ping,JIN Long,HU Zai-qiang.The influence on structure and microstructure of soil burned or roasted from Hanyang Mausoleum of the Han Dynasty[J].Journal of Soil Science,2013,44(6):1337-1342.
[347]黄四平,胡再强,王肃.西安明城墙土体微溶盐-可溶盐测试与分析[J].咸阳师范学院学报,2014,29(4):18-21.HUANG Si-ping,HU Zai-qiang,WANG Su.Analysis on the slightly soluble salt and the soluble salt in Xi’an city wall[J].Journal of Xianyang Normal University,2014,29(4):18-21.
[348]胡再强,于淼,李宏儒.人工制备遗址土力学特性试验研究[J].岩石力学与工程学报,2016,35(9):1914-1923.HU Zai-qiang,YU Miao,LI Hong-ru,et al.Experimental study on characteristics of artificial soil ruins[J].Chinese Journal of Rock Mechanics and Engineering,2016,35(9):1914-1923.
[349]樊恒辉,李洪良,赵高文.黏性土的物理化学及矿物学性质与分散机理[J].岩土工程学报,2012,34(9):1760-1765.FAN Heng-hui,LI Hong-liang,ZHAO Gao-wen.Relation among dispersive mechanism,physical-chemical and mineral properties of clayey soil[J].Chinese Journal of Geotechnical Engineering,2012,34(9):1760-1765.
[350]FAN HENGHUI,KONG LINGWEI.Empirical equation for evaluating the dispersivity of cohesive soil[J].Canadian Geotechnical Journal,2013,50(7):989-994.
[351]王中妮,樊恒辉,贺智强.分散性土改性剂对土的分散性和抗拉强度的影响[J].岩石力学与工程学报,2015,34(2):425-432.WANG Zhong-ni,FAN Heng-hui,HE Zhi-qiang.Influence of modifiers on dispersity and tensile strength of dispersive clay[J].Chinese Journal of Rock Mechanics and Engineering,2015,34(2):425-432.
[352]赵高文,樊恒辉,陈华,等.基于黏性土分散机制的分散性土化学改性研究[J].岩土力学,2013,34(增刊2):210-214.ZHAO Gao-wen,FAN Heng-hui,CHEN Hua,et al.Study of chemical modification of dispersive clay based on mechanism of dispersivity of cohesive soil[J].Rock and Soil Mechanics,2013,34(Supp.2):210-214.
[353]方祥位,申春妮,楚剑,等.微生物沉积碳酸钙固化珊瑚砂的试验研究[J].岩土力学,2015,36(10):2773-2779.FANG Xiang-wei,SHEN Chun-ni,CHU Jian,et al.An experimental study of coral sand enhanced through microbially-induced precipitation of calcium carbonate[J].Rock and Soil Mechanics,2015,36(10):2773-2779.
[354]欧益希,方祥位,张楠,等.溶液盐度对微生物固化珊瑚砂的影响[J].后勤工程学院学报,2016,32(1):78-82.OU Yi-xi,FANG Xiang-wei,ZHANG Nan,et al.Influence of solution salinity on microbial biocementation of coral sand[J].Journal of Logistical Engineering University,2016,32(1):78-82.
[355]欧益希,方祥位,申春妮,等.颗粒粒径对微生物固化珊瑚砂的影响[J].水利与建筑工程学报,2016,14(2):35-39.OU Yi-xi,FANG Xiang-wei,SHEN Chun-ni,et al.Influence of particle sizes of coral sand on bio-cementation[J].Journal of Water Resources and Architectural Engineering,2016,14(2):35-39.
[356]刘争宏,廖燕宏,张玉守.罗安达砂物理力学性质初探[J].岩土力学,2010,31(增刊1):121-126.LIU Zheng-hong,LIAO Yan-hong,ZHANG Yu-shou.Preliminary study of physico-mechanical properties of Luanda sand[J].Rock and Soil Mechanics,2010,31(Supp.1):121-126.
[357]于永堂,郑建国,刘争宏.安哥拉Quelo砂抗剪强度特性试验研究[J].岩土力学,2012,33(增刊1):136-140.YU Yong-tang,ZHENG Jian-guo,LIU Zheng-hong.Test study of shear strength properties of Angola Quelo sand[J].Rock and Soil Mechanics,2012,33(Supp.1):136-140.
[358]ZHANG WEI,LIU ZHENGHONG,ZHENG JIANGUO,et al.Experimental study on water sensitivity of the red sand foundation in Angola[C]//IAEG XII Congress2014,Torino:[s.n.],2015,229-235.
[359]后勤工程学院.延安新区高填方的渗流-变形研究[R].重庆:后勤工程学院,2016.Logistic Engineering University.Research on the seepage flow and deformation of high fill in Yanan New Area[R].Chongqing:Logistic Engineering University,2016.
[360]兰州理工大学.非饱和原状黄土垂直边坡主动土压力原位测试研究及其应用[R].兰州:兰州理工大学,2010.Lanzhou University of Technology.Test research in situ on active earth pressure of unsaturated intact loess slope[R].Lanzhou:Lanzhou University of Technology,2010.
[361]詹良通,焦卫国,孔令刚,等.黄土作为西北地区填埋场覆盖层的可行性及设计厚度分析[J].岩土力学,2014,35(12):3361-3369.ZHAN Liang-tong,JIAO Wei-guo,KONG Ling-gang,et al.Feasibility analysis of using loess as soil cover material for landfills in northwest China and its analysis of design thickness[J].Rock and Soil Mechanics,2014,35(12):3361-3369.
[362]ZHAN L T.Moisture and gas flow properties of compacted loess final covers for MSW landfills in northwest China[C]//Proceeding of 6th Asia-Pacific Conference on Unsaturated Soils.Guilin:[s.n.],2015,10:103-116.
[363]ZHAN L T,QIU Q W,XU W J,et al.Field measurement of gas permeability of compacted loess used as an earthen final cover for a municipal solid waste landfill[J].Journal of Zhejiang University-Science A(Applied Physics&Engineering),2016,17(7):541-552.
[364]朱国胜,吴德绪,张家发,等.逆止式排水系统对南水北调中线渠道边坡渗流控制效果研究[J].岩土工程学报,2011,33(增刊1):29-33.ZHU Guo-sheng,WU De-xu,ZHANG Jia-fa,et al.Seepage control effects of check valve drainage system in canal slope of middle route project of South-to-North Water Diversion[J].Chinese Journal of Geotechnical Engineering,2011,33(Supp.1):29-33.
[365]龚壁卫,鞠佳伟,叶艳雀.用电导率测定自由膨胀率的方法研究[J].岩土工程学报,2011,33(8):1280-1283.GONG Bi-wei,JU Jia-wei,YE Yan-que.Correlative researches on free swelling ratio and electrical conductivity of expansive soil[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1280-1283.
[366]肖杰,杨和平,倪啸.北京西六环膨胀岩(土)深路堑柔性支护处治技术[J].中外公路,2010,30(3):38-41.XIAO Jie,YANG He-ping,NI Xiao.Treatment technology for flexible support of deep road raft in Xiliuhuan expansive rock(soil)in Beijing[J].Journal of China&Foreign Highway,2010,30(3):38-41.
[367]杨和平,王静,湛文涛,等.南宁外环膨胀土路基处治技术及设计方案研究[J].岩土力学,2011,32(增刊2):359-365.YANG He-ping,WANG Jing,ZHAN Wen-tao,et al.Study of treatment technology and design scheme of expansive soil subgrade for Nanning outer ring expressway[J].Rock and Soil Mechanics,2011,32(Supp.2):359-365.
[368]杨果林,刘义虎,黄向京.膨胀土处治新技术与工程实践[M].北京:人民交通出版社,2008.YANG Guo-lin,LIU Yi-hu,HUANG Xiang-jing.New treatment technology of expansive soil and engineering practice[M].Beijing:China Communications Press,2008.
[369]邹维列,王钊,陈春红.玻璃钢螺旋锚用于稳定膨胀土渠坡的现场拉拔试验和锚筋的破坏形式[J].岩土工程学报,2009,31(6):970-974.ZOU Wei-lie,WANG Zhao,CHEN Chun-hong.Field pull-out tests and failure model of GFRP screw anchors used to stabilize canal slopes of expansive soils[J].Chinese Journal of Geotechnical Engineering,2009,31(6):970-974.
[370]ZOU WEILIE,WANG XIEQUN,SAI VANAPALLI K.Evaluation of GFRP screw anchors for anchoring applications in geotechnical engineering practice[J].Journal of Materials in Civil Engineering,ASCE,2016,28(7):1-11.
[371]沈泰宇,邢书香,汪时机,等.降低强膨胀土膨胀率提高抗剪强度的复合改良剂筛选[J].农业工程学报,2017,33(2):109-115.SHEN Tai-yu,XING Shu-xiang,WANG Shi-ji,et al.Complex ameliorants screening for reducing swelling ratio and improving shear strength of strong expansive soil[J].Transactions of the Chinese Society of Agricultural Engineering,2017,33(2):109-115.
[372]孙军杰,王兰民,秋仁东,等.基于物理力学机制的黄土震陷数学估算模型[J].工程力学,2012,29(5):53-60.SUN Jun-jie,WANG Lan-min,QIU Ren-dong,et al.Amathematical estimation model for seismic subsidence of loess based on physical-mechanical mechanism[J].Engineering Mechanics,2012,29(5):53-60.
[373]王兰民,袁中夏,汪国烈.饱和黄土场地液化的工程初判和详判指标与方法研究[J].地震工程学报,2013,35(1):1-8.WANG Lan-min,YUAN Zhong-xia,WANG Guo-lie.Study on method for preliminary and detailed evaluation on liquefaction of loess sites[J].China Earthquake Engineering Journal,2013,35(1):1-8.
[374]王兰民,刘琨,孙军杰,等.饱和原状黄土液化基本特征的振动台试验研究[J].地震工程学报,2015,37(4):1023-1028.WANG Lan-min,LIU Kun,SUN Jun-jie,et al.Shaking-table tests on liquefaction characteristics of saturated undisturbed loess[J].China Earthquake Engineering Journal,2015,37(4):1023-1028.
[375]朱彦鹏,罗晓辉,周勇.支挡结构设计[M].北京:高等教育教出版社,2008.ZHU Yan-peng,LUO Xiao-hui,ZHOU Yong.Design of retaining structure[M].Beijing:Higher Education Press,2008.
[376]朱彦鹏,王秀丽,周勇.支挡结构设计计算手册[M].北京:中国建筑工业出版社,2008.ZHU Yan-peng,WANG Xiu-li,ZHOU Yong.Handbook of retaning strutural design[M].Beijng:China Building Industry Press,2008.
[377]张炜,张继文,于永堂.第七届全国岩土工程实录交流会特邀报告--黄土高填方关键技术问题与工程实践[J].岩土工程技术,2016,30(1):12-38.ZHANG Wei,ZHANG Ji-wen,YU Yong-tang.Key technical issues and engineering practices in project consdtuction of loess deep filled foundation[J].Geotechnical Engineering Technique,2016,30(1):12-38.
[378]杜伟飞,张继文,夏娜,等.北斗Ⅱ载波相位差分定位法在高填方变形监测中的应用[J].测绘科学技术学报,2017,34(4):336-341.DU Wei-fei,ZHANG Ji-wen,XIA Na,et al.The application of BDS II carrier phase diff-positioning technology for the deformation monitoring of high fill embankment[J].Journal of Geomatics Science and Technology,2017,34(4):336-341.
[379]杨校辉.山区机场高填方地基变形和稳定性分析[D].兰州:兰州理工大学,2017.YANG Xiao-hui.Analyses of deformation and stability of high fill foundation in mountain airport[D].Lanzhou:Lanzhou University of Technology,2017.
[380]王峰.高速铁路无砟轨道桩板结构路基理论与实践[M].北京:中国铁道出版社,2012.WANG Feng.Theory and practice of pile-slab structural subgrade on highway ballastless track[M].Beijing:China Railway Publishing House,2012.
[381]屈耀辉,苗学云.3种常用地基处理方法在黄土区高铁地基中的适用性研究[J].中国铁道科学,2015,36(4):8-12.QU Yao-hui,MIAO Xue-yun.Applicability of three common ground treatment methods in high-speed railway foundation in loess area[J].China Railway Science,2015,36(4):8-12.
[382]邢义川.特殊土渠道的稳定性[J].水力发电学报,2013,32(1):254-262.XING Yi-chuan.On the foundation and slope stability of special soils canal[J].Journal of Hydroelectric Engineering,2013,32(1):254-262.
[383]买买提·买尔旦,张爱军,邢义川,等.辐射管技术在坎儿井水量控制中的应用及数值模拟[J].农业工程学报,2015,31(9):92-99.MAIERDAN Maimaiti,ZHANG Ai-jun,XING Yi-chuan,et al.Application of radiation tube technology in control of Karez water and its numerical simulation[J].Transactions of the Chinese Society of Agricultural Engineering,2015,31(9):92-99.
[384]邢义川,张爱军.坎儿井地下水资源涵养与保护技术[M].郑州:黄河水利出版社,2014.XING Yi-chuan,ZHANG Ai-jun.Maintenance and protection technology of groundwater resources in Karez[M].Zhengzhou:Yellow River Conservancy Press,2014.
[385]邢义川,王俊臣,黄庆文.新疆吐鲁番地区坎儿井的破坏特性研究[J].水利学报,2011,42(5):529-536.XING Yi-chuan,WANG Jun-chen,HUANG Qing-wen.Study on destructive characteristics of Kaner Well in Turpan Area in Xinjiang[J].Journal of Hydraulic Engineering,2011,42(5):529-536.
[386]王俊臣.新疆坎儿井破坏机理及加固技术研究[R].北京:中国水利水电科学研究院,2009.WANG Jun-chen.Study on failure mechanism and reinforcement technology of Kaner Well in Xinjiang[R].Beijing:China Institute of Water Resources and Hydropower Research,2009.
[387]薛继连,陈文化,刘放民,等.盐渍土、软土地区重载铁路路基修建技术[M].北京:科学出版社,2009.XUE Ji-lian,CHEN Wen-hua,LIU Fang-min,et al.Construction technigues of heavy-duty railway subgrade[M].Bejing:Science Press,2009.
[388]江苏省交通工程建设局.滨海盐渍土环境中结构物耐久性分析与对策研究报告[R].南京:江苏省交通工程建设局,2011.Jiangsu Provincial Traffic Engineering Construction Bureau.Structural durability analysis and countermeasure research report in coastal saline soil environment[R].Nanjing:Jiangsu Provincial Traffic Engineering Construction Bureau,2009.
[389]梁俊龙,高江平.硫酸盐渍土公路工程分类研究[J].西安建筑科技大学学报(自然科学版),2012,44(1):65-71.LIANG Jun-long,GAO Jiang-ping.Classification of highway engineering of sulfate soil[J].Journal of Xi’an University of Architecture&Technology(Natural Science Edition),2012,44(1):65-71.
[390]朱彦鹏,袁中厦,王秀丽,等.湿陷性黄土地区油气管线和站场灾害防治研究[M].北京:科学出版社,2017.ZHU Yan-peng,YUAN Zhong-xia,WANG Xiu-li,et al.Disaster prevention research of oil and gas pile line in loess district[M].Beijing:Science Press,2017.
[391]杜东菊,杨爱武,赵建军.天津滨海软土[M].北京:科学出版社,2012.DU Dong-ju,YANG Ai-wu,ZHAO Jian-jun.Marine soft soil in Tianjin[M].Bejing:Science Press,2012.
[392]ZOU WEILIE,ZHUANG YANFENG,WANG XIEQUN,et al.Electro-osmotic consolidation of marine hydraulically filled sludge ground using electrically conductive wick drain combined with automated power supply[J].Marine Georesources and Geotechnology,36:1,100-107,Doi:10.1080/1064119x.2017.1312721.
[393]雒亿平,史盛,言志信.抗拔荷载作用下锚固体与岩土体界面剪切作用[J].煤炭学报,2015,40(1):58-64.LUO Yi-ping,SHI Sheng,YAN Zhi-xin.Shear interaction of anchorage body and rock and soil interface under the action of uplift load[J].Journal of China Coal Society,2015,40(1):58-64.
[394]邓骁,言志信.考虑桩-土-结构动力相互作用的输电塔线体系风振响应分析[J].中国科技论文在线精品论文,2015,8(10):1007-1013.DENG Xiao,YAN Zhi-xin.The wind vibration response analysis of transmission tower-line system in consideration of the pile-soil dynamic interaction[J].Highlights of Sciencepaper Online,2015,8(10):1007-1013.
[395]范雪峰,龙哲,言志信.黄土中联合板索基础的抗拔承载力变化规律及其影响因素[J].科技导报,2014,32(36):86-92.FAN Xue-feng,LONG Zhe,YAN Zhi-xin.Vertical uplift capacity of combined cable-slab foundation in loess and influencing factors[J].Science&Technology Review,2014,32(36):86-92.
[396]LIU Jie,YAO Hai-lin,LU Zheng,et al.Theoretical analysis and experimental study of subgrade moisture changes and study of underground anti-drainage technique under groundwater fluctuations[J].Journal of Applied Mathematics,2013,1-8.
[397]刘保健.千枚岩的工程性质与公路工程建筑技术[M].北京:人民交通出版社,2014.LIU Bao-jian.Engineering properties of phyllite and construction technology of highway engineering[M].Beijing:China Communication Press,2014.
[398]谈云志,喻波,董波,等.绢云母片岩路基填料最大填筑粒径确定[J].岩土力学,2015,36(1):137-142.TAN Yun-zhi,YU Bo,DAI Guang-bo,et al.Determination method for maximum size of sericite schist particles as subgrade fills[J].Rock and Soil Mechanics,2015,36(1):137-142.
[399]TANG L S,CHEN H K,SANG H T,et al.Determination of traffic-load-influenced depths in clayey subsoil based on the shakedown concept[J].Soil Dynamics and Earthquake Engineering,2015,77:182-191.
[400]谈云志,郑爱,喻波,等.重塑石灰土的力学特征与性能劣化机制分析[J].岩土力学,2013,34(3):653-658.TAN Yun-zhi,ZHENG Ai,YU Bo,et al.Mechanical properties and degradation mechanism of remolded lime soil[J].Rock and Soil Mechanics,2013,34(3):653-658.
[401]冯怀平,耿会岭,韩博文,等.非饱和土地区高速铁路路基沉降预测模型[J].岩土工程学报,2017,39(6):1089-1095.FENG Huai-ping,GENG Hui-ling,HAN Bo-wen,et al.Prediction model for settlement of high-speed railway embankment in unsaturated areas[J].Chinese Journal of Geotechnical Engineering,2017,39(6):1089-1095.
© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号 地址：北京市海淀区学院路29号 邮编：100083 电话：办公室：(+86 10)66554848；文献借阅、咨询服务、科技查新：66554700 |