砂土动力学若干基本理论探究
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摘要
简要综述了笔者近30年在砂土动力学5个基本理论方面的主要研究成果:①支配砂土动有效抗剪强度变化的6个基本效应与瞬态有效动强度理论及其细观物理基础;②砂土可逆性与不可逆性剪胀等动本构规律及循环本构理论模型;③砂土震动液化大变形的基本规律、物理机制、本构模型和零应力点算法等本构理论及预测方法;④粗粒土与结构接触面的三维静动力学规律及本构理论模型;⑤考虑刚性挡土结构与地下浅埋结构侧向位移的地震土压力计算理论及实用算法。这些成果是在一系列测试技术研发以及较为深入细致的现象观察、试验模拟、数值仿真、机理探究和理论思考的基础上获得的比较系统的认知与进展。这些研究着眼于理解和描述地震荷载作用等引起的"循环效应",着力于探究和揭示不同条件下砂土的动力学行为及其内在规律,着重于发展和完善"物理概念正确、数学模型简单、参数便于确定、分析简便实用"的计算模型及方法,以期对丰富土动力学基本理论内涵和解决实际土工抗震边值问题能有所裨益。
The author's main achievements in the basic theories of sand dynamics in the past three decades are summarized from the following five aspects:(1) 2D and 3D dynamic effective strength criteria considering six frictional and non-frictional effects;(2) a cyclic elasto-plastic model based on several new experimental findings of constitutive laws such as reversible and irreversible dilatancies;(3) a constitutive theory of large post-liquefaction deformation with emphasis on the establishment of a cohesive theoretical framework consisting of mechanical laws,physical mechanisms,constitutive descriptions,numerical algorithms and pragmatic methods of prediction;(4) a static and cyclic elasto-plastic model for interfaces between soils and structures,which are established based on five basic experimental laws;(5) seismic earth pressure theory for rigid retaining walls and shallow-buried structures under any lateral displacement.These advances are obtained based on experimental observations,numerical simulations,mechanism analysis and theoretical description.Special attention in the present study is paid to the deep understanding of the realistic dynamic behaviours,rational descriptions of the cyclic effects of dynamic loadings induced by earthquakes,and new developments of simplified and pragmatic methods of prediction.
The author's main achievements in the basic theories of sand dynamics in the past three decades are summarized from the following five aspects:(1) 2D and 3D dynamic effective strength criteria considering six frictional and non-frictional effects;(2) a cyclic elasto-plastic model based on several new experimental findings of constitutive laws such as reversible and irreversible dilatancies;(3) a constitutive theory of large post-liquefaction deformation with emphasis on the establishment of a cohesive theoretical framework consisting of mechanical laws,physical mechanisms,constitutive descriptions,numerical algorithms and pragmatic methods of prediction;(4) a static and cyclic elasto-plastic model for interfaces between soils and structures,which are established based on five basic experimental laws;(5) seismic earth pressure theory for rigid retaining walls and shallow-buried structures under any lateral displacement.These advances are obtained based on experimental observations,numerical simulations,mechanism analysis and theoretical description.Special attention in the present study is paid to the deep understanding of the realistic dynamic behaviours,rational descriptions of the cyclic effects of dynamic loadings induced by earthquakes,and new developments of simplified and pragmatic methods of prediction.
引文
[1]汪闻韶.土的动力强度与液化特性[M].北京:中国水电出版社,1996.(WANG Wen-shao.Dynamic strength and liquefaction characteristics of soil[M].Beijing:China Electric Power Press,1996.(in Chinese))
[2]谢定义.土动力学[M].西安:西安交通大学出版社,1988.(XIE Ding-yi.Soil dynamics[M].Xi'an:Xi'an Jiaotong University Press,1988.(in Chinese))
[3]张建民,谢定义.饱和砂土振动孔隙水压力理论及应用研究进展[J].力学进展,1993,23(2):168–180.(ZHANG Jian-min,XIE Ding-yi.Advances in the theoretical and applied research on seismic pore water pressure of saturated sand[J].Advances in Mechanics,1993,23(2):168–180.(in Chinese))
[4]张建民,谢定义.砂土动本构理论及应用研究进展[J].力学进展,1994,24(2):187–204.(ZHANG Jian-min,XIE Ding-yi.Advances in the research of dynamic constitutive theories of sand[J].Advances in Mechanics,1994,24(2):187–204.(in Chinese))
[5]张建民.土体与结构物动力相互作用[M]//水利水电工程科学前沿.北京:清华大学出版社,2002:267–287.(ZHANG Jian-min.Dynamic soil-structure interaction[M]//New Frontiers in Hydraulic and Hydropower Sciences.Beijing:Tsinghua University Press,2002:267–287.(in Chinese))
[6]王刚,张建民.地震液化问题研究进展[J].力学进展,2007,37(4):575–589.(WANG G,ZHANG J-M.Recent advances in seismic liquefaction research[J].Advances in Mechanics,2007,37(4):575–589.(in Chinese))
[7]ZHANG Ga,ZHANG Jian-min.State of the art:mechanical behavior of soil-structure interface[J].Progress in Natural Science,2009,19:1187–1196.
[8]ZHANG Jian-min,YANG Ze-yan,GAO Ji-zhang,et al.Lessons from damages to high embankment dams in the May 12,2008 Wenchuan earthquake[J].Geotechnical Special Publication,2010:1–31 201,ASCE.
[9]张建民,王刚,陈杨.海岸岩土工程的物理与数值模拟方法[J].岩土力学,2004,25(增刊2):61–74.(ZHANG Jian-min,WANG Gang,CHEN yang.Physical and numerical modeling methods for coastal geotechnical engineering[J].Rock and Soil Mechanics,2004,25(S2):61–74.(in Chinese))
[10]OHTANI K,OGAWA N,KATAYAMA T,et al.Construction of E-defence(3-D full scale earthquake testing facility)[C]//Thirteen World Conference on Earthquake Engineering,Canada,2004:189.
[11]张嘎.粗粒土与结构接触面静动力学特性及弹塑性损伤理论研究[D].北京:清华大学,2002:1–225.(ZHANG Ga.A new monotonic and cyclic elasto-plastic damage theory for soil-structure interfaces[D].Beijing:Tsinghua University,2002:1–225.(in Chinese))
[12]罗刚.粒状土的可逆性和不可逆性变形规律与循环本构规律研究[D].北京:清华大学,2004:1–139.(LUO Gang.Studies on reversible and irreversible deformation and constitutive model for granular soils[D].Beijing:Tsinghua University,2004:1–139.(in Chinese))
[13]王刚.砂土液化后大变形的物理机制与本构模型研究[D].北京:清华大学,2005:1–152.(WANG Gang.Research on physical fundamentals and constitutive model of large post-liquefaction deformation of sand[D].Beijing:Tsinghua University,2005:1–152.(in Chinese))
[14]张连卫.各向异性粒状材料破坏规律与强度准则及应用[D].北京:清华大学,2007:1–130.(ZHANG Lian-wei.Failure laws and strength criterion of anisotropic granular materials[D].Beijing:Tsinghua University,2007:1–130.(in Chinese))
[15]童朝霞.应力主轴循环旋转条件下砂土的变形规律与本构模型研究[D].北京:清华大学,2008:1–148.(TONG Zhao-xia.Research on deformation behavior and constitutive 44岩土工程学报2012年model for sands under cyclic rotation of principal stress axes[D].Beijing:Tsinghua University,2008:1–148.(in Chinese))
[16]侯文峻.土与结构接触面三维静动力变形规律与本构模型研究[D].北京:清华大学,2008:1–152.(HOU Wen-jun.Research on monotonic and cyclic behavior and constitutive model of three-dimensional soil-structure interfaces[D].Beijing:Tsinghua University,2008:1–152.(in Chinese)).
[17]宋飞.考虑侧向变形的各向异性填土土压力计算方法及试验研究[D].北京:清华大学,2009:1–153.(SONG Fei.Evaluation and experimental study of earth pressure for anisotropic sand under any lateral deformation[D].Beijing:Tsinghua University,2009:1–153.(in Chinese))
[18]于艺林.考虑应力主轴旋转的各向异性砂土本构规律与数学模型[D].北京:清华大学,2010:1–153.(YU Yu-lin.Constitutive law and mathematical model of anisotropic sands under rotation of principal stress axes[D].Beijing:Tsinghua University,2010:1–153.(in Chinese)).
[19]王富强.自然排水条件下砂土液化变形规律与本构关系研究[D].北京:清华大学,2010:1–149.(WANG Fu-qiang.Research on liquefaction behavior and constitutive model of sand under naturally drained condition[D].Beijing:Tsinghua University,2010:1–149.(in Chinese))
[20]张建民.振动三轴试验中仪器系统阻尼力的水试样校正法[J].岩土工程学报,1989,11(1):79–84.(ZHANG Jian-min.Water sample method for eliminating damping forces of axial test system[J].Chinese Journal of Geotechnical Engineering,1989,11(1):79–84.(in Chinese))
[21]张建民,于玉贞,濮家骝,等.电液伺服控制离心机振动台系统研制[J].岩土工程学报,2004,26(6):843–845.(ZHANG Jian-min,YU Yu-zhen,PU Jia-liu,et al.Development of a shaking table in electro-hydraulic servo-control centrifuge[J].Chinese Journal of Geotechnical Engineering,2004,26(6):843–845.(in Chinese))
[22]张嘎,张建民.大型土与结构接触面循环加载剪切仪的研制及应用[J].岩土工程学报,2003,25(2):149–153.(ZHANG Ga,ZHANG Jian-min.Development of application of cyclic shear apparatus for soil-structure interface[J].Chinese Journal of Geotechnical Engineering,2003,25(2):149–153.(in Chinese))
[23]张建民,侯文峻,张嘎,等.大型三维土与结构接触面试验机的研制与应用[J].岩土工程学报,2008,30(6):889–894.(ZHANG Jian-min,HOU Wen-jun,ZHANG Ga,et al.Development and application of 3D soil-structure interface test apparatus[J].Chinese Journal of Geotechnical Engineering,2008,30(6):889–894.(in Chinese))
[24]张连卫,张建民,张嘎,等.二维粒状材料双轴压缩试验系统的研制与应用[J].岩土工程学报,2008,30(1):148–152.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga,et al.Development and application of a 2D biaxial compression test system for granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(1):148–152.(in Chinese))
[25]张嘎,张建民,梁东方.土与结构接触面试验中土颗粒细观运动测量[J].岩土工程学报,2005,27(8):903–907.(ZHANG Ga,ZHANG Jian-min,LIANG Dong-fang.Measurement of soil movement in soil-structure interface test[J].Chinese Journal of Geotechnical Engineering,2005,27(8):903–907.(in Chinese))
[26]张嘎,牟太平,张建民.离心模型试验中基于图像分析的土坡变形场测量[J].岩土工程学报,2007,29(1):94–97.(ZHANG Ga,MU Tai-ping,ZHANG Jian-min.Displacement measurement using image analysis in centrifuge modeling of slope[J].Chinese Journal of Geotechnical Engineering,2007,29(1):94–97.(in Chinese))
[27]张连卫,张建民,张嘎.基于数字图像的粒状材料细观组构特征分析技术[J].岩土工程学报,2008,30(10):1555–1559.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Micro-fabric analysis technique for granular materials based on digital images[J].Chinese Journal of Geotechnical Engineering,2008,30(10):1555–1559.(in Chinese))
[28]宋飞,张建民,张嘎,等.等应变增量比试验控制功能的开发与实现[J].岩土工程学报,2009,31(7):1144–1148.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Development of constant strain increment ratio path tests[J].Chinese Journal of Geotechnical Engineering,2009,31(7):1144–1148.(in Chinese))
[29]张建民,邵生俊.往返荷载下饱和砂土瞬态有效抗剪强度的研究[J].水利学报,1987,10:33–40.(ZHANG Jian-min,SHAO Shen-jun.Transient effective shear strength of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1987,10:33–40.(in Chinese))
[30]张建民,王稳祥.振动频率对饱和砂土动力特性的影响[J].岩土工程学报,1990,12(1):89–97.(ZHANG Jian-min,WANG Wen-xiang.Influence on vibration frequency on dynamic characteristics of saturated sand[J].Chinese Journal of Geotechnical Engineering,1990,12(1):89–97.(in Chinese))
[31]ZHANG Jian-min.Transient shear strength of saturated sand under cyclic loading considering strain-rate effect[J].Soils and Foundations,1994,34(4):51–65.
[32]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU第1期张建民.砂土动力学若干基本理论探究Kohji.Cyclic critical stress states of sand with nonfrictional effects[J].Journal of Engineering Mechanics,ASCE,1999,125(10):1106–1114.
[33]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Moving critical and phase transformation stress state lines of saturated sand during undrained cyclic shear[J].Soils and Foundations,1997,37(2):51–59.
[34]ZHANG Jian-min.Cyclic critical stress state theory of sand with its application to geotechnical problems[R].Tokyo:Tokyo Institute of Technology,1997:1–271.
[35]ISHIHARA K,TATSUOKA F,YASUDA S.Undrained deformation and liquefaction of sand under cyclic stress[J].Soils and Foundations,1975,15(1):29-44.
[36]张建民,时松孝次,田屋裕司.饱和砂土液化后的剪切吸水效应[J].岩土工程学报,1999,21(4):398–402.(ZHANG Jian-min,TOKIMATSU Kohji,TAYA Yuhji.Effect of water absorption in shear of post-liquefaction[J].Chinese Journal of Geotechnical Engineering,1999,21(4):398–404.(in Chinese))
[37]张建民,宋飞.砂土的压剪效应与渐近状态准则[J].岩土工程学报,2008,30(2):166–171.(ZHANG Jian-min,SONG Fei.Compression-dilatancy coupling effect and asymptotic state criterion of sand[J].Chinese Journal of Geotechnical Engineering,2008,30(2):166–171.(in Chinese))
[38]GUDEHUS G,GOLDSCHEIDER M,WINTER H.Mechanical properties of sand and clay and numerical integration methods:some sources of errors and bounds of accuracy[M]//Finite Elements in Geomechanics.New York:1977:121–150.
[39]CHU J,LO S-C R.Asymptotic behavior of a granular soil in strain path testing[J].Géotechnique,1994,44(1):65–82.
[40]张建民,邵生俊.三维应力条件下饱和砂土的动有效抗剪强度准则[J].水利学报,1989,3:54–59.(ZHANG Jian-min,SHAO Shao-jun.Dynamic effective shear strength criterion of saturated sand for three-dimensional stress loading[J].Journal of Hydraulic Engineering,1989,3:54–59.(in Chinese))
[41]MATSUOKA H.On the significance of'spatial mobilized plane'[J].Soils and Foundations,1976,16(1):91–100.
[42]谢定义,张建民.往返荷载下饱和砂土瞬态强度变形变化的机理[J].土木工程学报,1987,20(3):57–70.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of strength and deformation of saturated sand under cyclic loading[J].China Civil Engineering Journal,1987,20(3):57–70.(in Chinese))
[43]张连卫,张建民,张嘎.基于SMP的粒状材料各向异性强度准则[J].岩土工程学报,2008,30(8):1107–1111.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.SMP-based anisotropic strength criterion of granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1107–1111.(in Chinese))
[44]ZHANG Jian-min,ZHANG Lei,ZHANG Lian-wei.Micro to macro strength behavior of granular materials considering anisotropy and crushing[R].Beijing:Tsinghua University,1–45.
[45]谢定义,张建民.饱和砂土瞬态动力学特性与机理分析[M].西安:陕西科学技术出版社,1995:114–149.(XIE Ding-yi,ZHANG Jian-min.Transient dynamics characteristics and mechanism analysis of saturated sand[M].Xi’an:Shaanxi S&T Press,1995:114–149.(in Chinese))
[46]谢定义,张建民.周期荷载下饱和砂土瞬态孔隙水压力的变化机理和计算模型[J].土木工程学报,1990,23(2):51–60.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of pore water pressure in saturated sand under cyclic loading[J].China Civil Engineering Journal,1990,23(2):51–60.(in Chinese))
[47]张建民,谢定义.饱和砂土振动孔隙水压力增长的实用计算方法[J].水利学报,1991,8:45–51.(ZHANG Jian-min,XIE Ding-yi.A pragmatic method for calculating the excess pore water pressure generation of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1991,8:45–51.(in Chinese))
[48]张建民,谢定义.饱和砂土震动孔隙水压力长消的解析算法[J].水利学报,1992,12:72–80.(ZHANG Jian-min,XIE Ding-yi.An analytical method for calculating the generation and dissipation of excess pore water pressure in saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1992,12:72–80.(in Chinese))
[49]ZHANG Jian-min,SHAMOTO Yasuhiro.Analytical theory of seismic pore pressure generation-dissipation in saturated deposit surrounding spreading foundation[J].Technical Research Bulletin,1997,16:29–36.
[50]张建民.砂土的可逆性和不可逆性剪胀规律[J].岩土工程学报,2000,22(1):12–17.(ZHANG Jian-min.Reversible and irreversible dilatancy of sand[J].Chinese Journal of Geotechnical Engineering,2000,22(1):12–17.(in Chinese))
[51]ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular materials considering reversible and irreversible dilatancy[C]//XIth International Conference on Soil Dynamics&Earthquake Engineering.USA,2004:46岩土工程学报2012年414-419
[52]张建民,罗刚.考虑可逆与不可逆性剪胀的粗粒土动本构模型[J].岩土工程学报,2005,27(2):178–184.(ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular soil considering reversible and irreversible dilatancy[J].Chinese Journal of Geotechnical Engineering,2005,27(2):178–184.(in Chinese))
[53]于艺林,王富强,张建民.球应力循环作用下粒状土变形规律与本构描述[J].清华大学学报,2010,50(9):1365–1368.(YU Yi-lin,WANG Fu-qiang,ZHANG Jian-min.Deformation of characteristics and constitutive modeling of granular soils during cyclic spherical stresses[J].Journal of Tsinghua University,2010,50(9):1365–1368.(in Chinese))
[54]王刚,张建民.密度和压力对砂土变形特性影响的统一模拟[J].清华大学学报,2003,43(8):1100–1103.(WANG Gang,ZHANG Jian-min.Modeling of the influence of density and pressure on sand deformation characteristics[J].2003,43(8):1100–1103.(in Chinese))
[55]张嘎,吴伟,张建民.粗粒土亚塑性损伤模型[J].清华大学学报,2006,46(6):793–796.(ZHANG Ga,WU Wei,ZHANG Jian-min.Hypoelasticity damage model of coarse grained soil[J].Journal of Tsinghua University,2006,46(6):793–796.(in Chinese))
[56]罗刚,张建民.邓肯-张模型和沈珠江双屈服面模型的改进[J].岩土力学,2004,25(6):887–890.(LUO Gang,ZHANG Jian-min.Improvement of Duncan-Chang nonlinear model and Shen Zhujiang’s elastoplastic model for granular soils[J].Rock and Soil Mechanics,2004,25(6):887–890.(in Chinese))
[57]罗刚,张建民.考虑物理状态变化的砂土本构模型[J].水利学报,2004,7:26–31.(LUO Gang,ZHANG Jian-min.Constitutive model for sand considering variation of physical state[J].Journal of Hydraulic Engineering,2004,7:26–31.(in Chinese))
[58]罗刚,张建民.考虑物态变化的六参数砂土本构模型[J].清华大学学报,2004,44(3):402–405.(LUO Gang,ZHANG Jian-min.Six-parameter constitutive model of sand with physical state changes[J].Journal of Tsinghua University,2004,44(3):402–405.(in Chinese))
[59]ZHANG Jian-min,TONG Z X,YU Yi-lin.Effects of cyclic rotation of principal stress axes and intermediate principal stress parameter on the deformation behavior of sands[M].ASCE Geotechnical Special Publication,No.181:1–10.
[60]TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Drained deformation behavior of anisotropic sands during cyclic rotation of stress principal axes[J].Journal of Geotchanical and Geoenviromental Engineering,ASCE,2010,136(11):1509–1518.
[61]童朝霞,张建民,张嘎.考虑应力主轴循环旋转效应的砂土弹塑性本构模型[J].岩石力学与工程学报,2009,28(9):1918–1927.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.An elastoplastic constitutive model of sands considering cyclic rotation of principal stress axes[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1918–1927.(in Chinese))
[62]TONG Zhao-xia,YU Yi-lin,ZHANG Jian-min,et al.Deformation behavior of sands subjected to cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1196–1202.
[63]童朝霞,张建民,于艺林,等.中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响[J].岩土工程学报,2009,31(6):946–952.(TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Effects of intermediate principal stress parameter on deformation behavior of sands under cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2009,31(6):946–952.(in Chinese))
[64]童朝霞,张建民,张嘎.应力主轴旋转对波浪作用下堤防变形的影响分析[J].工程力学,2009,26(10):67–73.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.Effects of principal stress axis rotation on the deformation of a dam under wave loading[J].Engineering Mechanics,2009,26(10):67–73.(in Chinese))
[65]WANG ZL,Dafalias YF,SHEN CK.Boundary surface hypoplasticity model for sand[J].Journal of Engineering Mechanics,ASCE,1990,116(5):983–1001.
[66]沈珠江.复杂荷载下砂土液化变形的结构性模型[C]//第五届全国土动力学学术会议论文集.大连:大连理工大学出版社,1998:1–10.(SHEN Zhu-jiang.Structural model for sand liquefaction deformation under complex loading[C]//Proceedings of the Fifth National Conference on Soil dynamics.Dalian:Dalian University of Technology,1998:1–10.(in Chinese))
[67]YOSHIMI Y.Evaluation of in-situ liquefaction resistance of sands based on high-quality undisturbed specimens[C]//Proceedings of Symposium on Developments in Geotechnical Engineering.Bangkok,1994:25–34.
[68]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential of saturated sandy ground based on concept of relative compression[J].Soils and Foundations,1998,38(S2):57–68.
[69]CASTRO G.Liquefaction and cyclic mobility of saturated第1期张建民.砂土动力学若干基本理论探究sand[J].Journal of Geotechnical Engineering Division,ASCE,1975,101(6):551–569.
[70]SEED HB,LEE KL.Liquefaction of saturated sands during cyclic loading[J].Journal of Soil Mechanics and Foundation Engineering Division,ASCE,1966,92(6):105–134.
[71]HAMADA,M.YASUDA,S,ISOYAMA R,et al.Study on liquefaction induced permanent ground displacements[R].Tokyo:Association for the Development of Earthquake Prediction,1986:1–87.
[72]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Horizontal residual post-liquefaction deformation of level ground[M].ASCE Geotechnical Special Publication,1998,75:373–384.
[73]ZHANG Jian-min,WANG Gang.Large post-liquefaction deformation of sand,part I:physical mechanism,constitutive description and numerical algorithm[J].Acta Geotechnica,2012,7(1):1–49.
[74]ZHANG Jian-min,WANG Gang,WANG Fu-qiang.Large post-liquefaction deformation of sand,Part II:flowslide depending on shearing-induced water absorption[R].Beijing:Tsinghua University,2011:1–44.
[75]SHAMOTO Yasuhiro,ZHANG Jian-min,GOTO Shigeru.Mechanism of large post–liquefaction deformation in saturated sands[J].Soils and Foundations,1997,37(2):71–80.
[76]张建民,王刚.砂土液化大变形的机理[J].岩土工程学报,2006,28(7):835–840.(ZHANG Jian-min,WANG Gang.Mechanism of large post-liquefaction deformation in saturated sand[J].Chinese Journal of Geotechnical Engineering,2006,28(7):835–840.(in Chinese))
[77]ZHANG Jian-min,WANG Gang.Fundamentals and constitutive model of large post-liquefaction deformation in saturated sand[C]//Proceedings of the 2nd Sino-Japanese Geotechnical Symposium.Shanghai,2003:43–67.
[78]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential in sand deposits based on concept of relative compression[J].Soils and Foundations,1998,38(2):57–68.
[79]张建民,王富强.饱和剪胀性砂土液化后流滑现象与机理[J].岩土力学,2010,31(9):2712–2715.(ZHANG Jian-min,WANG Fu-qiang.Post-liquefaction flow failure of saturated dilative sands and its mechanism[J].Rock and Soil Mechanics,2010,31(9):2712–2715.(in Chinese))
[80]张建民,王富强.考虑围压和密度的饱和砂土液化后单调加载本构方程[J].清华大学学报(自然科学版),2008,48(12):2044–2047.(ZHANG Jian-min,WANG Fu-qiang.Monotonic loading constitutive model of saturated liquefied sand considering the density and confining stress[J].Journal of Tsinghua University.2008,48(12):2044–2047.(in Chinese))
[81]ZHANG Jian-min WANG Gang.A constitutive model for evaluating small to large cyclic strains of saturated sand during liquefaction process[J].Chinese Journal of Geotechnical Engineering,2004,26(4):546–552.
[82]王刚,张建民.砂土液化大变形的弹塑性循环本构模型[J].岩土工程学报,2007,29(1):51–59.(WANG Gang,ZHANG Jian-min.A cyclic elasto-plastic constitutive model for evaluation of large post-liquefaction deformation of sand[J].Chinese Journal of Geotechnical Engineering,2007,29(1):51–59.(in Chinese))
[83]张建民,王刚.考虑地基液化后大变形的桩-土动力相互作用分析[J].清华大学学报,2004,44(2):429–432.(ZHANG Jian-min,WANG Gang.Dynamic pile-soil interaction analysis considering large post-lique-faction ground deformation[J].Journal of Tsinghua University,2004,44(2):429–432.(in Chinese))
[84]张建民.水平地基液化后大变形对桩基础的影响[J].建筑结构学报.2001,22(5):75–78.(ZHANG Jian-min.Effect of large horizontal post-liquefaction deformation of level ground on pile foundation[J].Journal of Building Engineering,2001,22(5):75–78.(in Chinese))
[85]王刚,张建民.砂土液化变形的数值模拟[J].岩土工程学报,2007,29(3):403–409.(WANG Gang,ZHANG Jian-min.Numerical modeling of liquefaction-induced deformation in sand[J].Chinese Journal of Geotechnical Engineering.2007,29(3):403–409.(in Chinese))
[86]王刚,张建民,魏星.可液化土层中地下车站的地震翻反应分析[J].岩土工程学报,2011,33(11):1623–1641.(WANG Gang,ZHANG Jian-min,WEI Xing.Seismic response analysis of a subway station in liquefiable soil[J].Chinese Journal of Geotechnical Engineering,2011,33(11):1623–1641.(in Chinese))
[87]SHAMOTO Yasuhiro,SATO Masayoshi,ZHANG Jian-min.Simplified estimation of earthquake-induced settlements in sand deposits[J].Soils and Foundations,1996,36(1):39–50.
[88]SHAMOTO Y,KATSURA Y,TAMAOKI K,et al.A simplified method for evaluating the effectiveness of compassion piles in sands containing fines[J].Soils and Foundations,1997,37(2):71–80.
[89]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.New charts for predicting large residual post-lique-faction ground deformation[J].Soil Dynamics and 48岩土工程学报2012年Earthquake Engineering,1998,17(3):427–438.
[90]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Methods for predicting large residual post-liquefaction ground settlement and horizontal displacement[J].Soils and Foundations,1998,38(2):69–83.
[91]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.A new approach to evaluate post-liquefaction permanent deformation in saturated sands[C]//Eleventh World Conference on Earthquake Engineering.Mexico,1996.
[92]张建民.地震液化后地基大变形的实用预测方法[C]//中国土木工程学会第八届土力学及岩土工程学术会议论文集.北京:万国学术出版社,1999:573–576.(ZHANG Jian-min.Practical methods for predicting large post-liquefaction deformation of sandy ground[C].Proceedings of Eighth National Conference on Soil Mechanics and Geotechnical Engineering,CCES.Beijing:Wanguo Press,1998:573–576.(in Chinese))
[93]屈智炯.土的塑性力学[M].成都:成都科技大学出版社,1987:295–302.(QU Zhi-jiong.Soil plasticity mechanics[M].Chengdou:Cheng T&S University Press,1987:295–302.(in Chinese))
[94]TOTIMATSU Kohji,YOSHIMI Yoshiaki.Empirical correlation of soil liquefaction based on SPT N-value and fines content[J].Soils and Foundations,23(4):56–74.
[95]ZHANG Ga,ZHANG Jian-min.Large-scale apparatus for monotonic and cyclic soil-structure interface test[J].Geotechnical Testing Journal,2006,29(5):401–408.
[96]ZHANG Ga,LIANG Dong-fang,ZHANG Jian-min.Image analysis measurement of soil particle movement during a soil-structure interface test[J].Computers and Geotechnics,2006,33(4-5):248–259.
[97]ZHANG Ga,ZHANG Jian-min.Monotonic and cyclic tests of interface between structure and gravelly soil[J].Soils and Foundations,2006,46(4):505–518.
[98]冯大阔,张建民.粗粒土与结构接触面静动力学特性的大型单剪试验研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Test investigation on monotonic and cyclic behavior of gravel-structure interface using large-scale simple shear device[J].Chinese Journal of Geotechnical Engineering,(accepted).(in Chinese))
[99]冯大阔,侯文峻,张建民.粗粒土与结构接触面三维力学特性的直剪试验研究[J].土木工程学报(已录用).(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Test investigation on 3-D behavior of gravel-structure interface using large-scale direct shear device[J].China Civil Rngineering Journal(accepted).(in Chinese))
[100]冯大阔,张建民.剪切路径对粗粒土与结构接触面三维特性影响分析[R].北京:清华大学,2010.(Influence of shearing path on three-dimensional interface behavior of coarse grained soil[R].Beijing:Tsinghua University,2010.(in Chinese))
[101]冯大阔,侯文峻,张建民,等.法向常刚度切向应力控制接触面动力特性试验研究[J].岩土工程学报,2011,33(6):846–852.(FENG Da-Kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness[J].Chinese Journal of Geotechnical Engineering,2011,33(6):846–852.(in Chinese))
[102]冯大阔,侯文峻,张建民,等.不同法向边界条件接触面三维力学特性的试验研究[J].岩土力学,2010,31(8):2419–2424.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under different normal stiffness condition[J].Rock and Soil Mechanics,2010,31(8):2419–2424.(in Chinese))
[103]冯大阔,侯文峻,张建民.法向刚度值对粗粒土与结构接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Effect of normal stiffness on interface behavior between gravelly soil and structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[104]冯大阔,张建民.循环直剪条件下粗粒土与结构接触面颗粒破碎研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Particle breakage of the gravel-structure interface due to cyclic shear application[J].Chinese Journal of Geotechnical Engineering,(accepted))
[105]冯大阔,张建民.结构面板异向性对接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,ZHANG Jina-min.Effect of anisotropy of structure surface on interface behavior of soil-structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[106]冯大阔,张建民,侯文峻.三维加载条件下粗粒土与结构接触面力学特性的试验研究[J].地震工程与工程振动,2010,30(6):154–161.(FENG Da-kuo,ZHANG Jian-min,HOU Wen-jun.Progressive test investigation on 3D behavior of gravel-structure interface[J].Journal of Earthquake Engineering and Engineering Vibration,2010,30(6):154–161.(in Chinese))
[107]张嘎,张建民.粗粒土与结构接触面受载过程中的损伤[J].力学学报,2004,36(3):322–327.(ZHANG Ga,ZHANG Jian-min.Loading-induced damage of the interface between structure and coarse grained soil[J].Acta Mechanica第1期张建民.砂土动力学若干基本理论探究Sinica,2004,36(3):322-327.(in Chinese))
[108]张嘎,张建民.夹有泥皮粗粒土与结构接触面力学特性试验研究[J].岩土力学,2005,26(9):1374–1378.(ZHANG Ga,ZHANG Jian-min.Experimental study on behavior of soil-structure interface with slurry[J].Rock and Soil Mechanics,2005,26(9):1374–1378.(in Chinese))
[109]冯大阔,张嘎,张建民,等.常刚度条件下粗粒土与结构接触面三维力学特性试验研究[J].岩土工程学报,2009,31(10):1571–1577.(FENG Da-kuo,ZHANG Ga,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under constant normal stiffness condition[J].Chinese Journal of Geotechnical Engineering,2009,31(10):1571–1577.(in Chinese))
[110]冯大阔,张建民.球形粒状介质与钢板接触面力学特性的试验研究[J].岩石力学与工程学报,2011,30(9):1827–1834.(FENG DA-kuo,ZHANG Jian-min.Test investigation on mechanical behavior of spherical granular media-steel plate interface[J].Journal of Rock Mechanics and Engineering,2011,30(9):1827–1834.(in Chinese))
[111]ZHANG Ga,ZHANG Jian-min.Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil[J].Soils and Foundations,2009,49(1):75–84.
[112]ZHANG Ga,ZHANG Jian-min.Constitutive rules of cyclic behavior of interface between structure and gravelly soil[J].Mechanics of Materials,2009,41(1):48–59.
[113]冯大阔,侯文峻,张建民.粗粒土与结构接触面切向变形非共轴现象的试验研究[J].岩土工程学报,2011,33(7):1066–1071.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Experimental study on non-coaxial behavior of gravel-structure interface in tangential direction[J].Chinese Journal of Geotechnical Engineering,2011,33(7):1066–1071.(in Chinese))
[114]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Dilatancy of the interface between a structure and gravelly soil[J].Géotechnique,2011,61(1):75–84.
[115]ZHANG Ga,ZHANG Jian-min.Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil[J].Soils and Foundations,2008,48(2):231–245.
[116]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Monotonic and cyclic modeling of interface between geotextile and gravelly soil[J].International Journal for Numerical and Analytical Methods in Geomechanics,2010,34(13):1346–1361.
[117]ZHANG Ga,ZHANG Jian-min.Numerical modeling of soil-structure interface of a concrete-faced rockfill dam[J].Computers and Geotechnics,2009,36(5):762–772.
[118]张嘎,张建民.土与结构接触面弹塑性损伤模型用于单桩与地基相互作用分析[J].工程力学,2006,23(2):72–77.(ZHANG Ga,ZHANG Jian-min.Elastoplastic damage model of soil-structure interface in single pile-soil interaction analysis[J].Engineering Mechanics,2006,23(2):72–77.(in Chinese))
[119]张建民,张嘎,刘芳.面板堆石坝挤压式边墙的概化数值分析模型及应用[J].岩土工程学报,2005,27(3):249–253.(ZHANG Jian-min,ZHANG Ga,LIU Fang.Asimplified equivalent numerical model of extrusion-sidewall for CFRD and its application[J].Chinese Journal of Geotechnical Engineering,2005,27(3):249–253.(in Chinese))
[120]ZHANG Ga,ZHANG Jian-min.Modeling of low-cement extruded curb of concrete-faced rockfill dam[J].Canadian Geotechnical Journal,2011,48(1):89–97.
[121]CLOUGH G W,DUNCAN J M.Finite element analyses of retaining wall behavior[J].ASCE Journal of the Soil Mechanics and Foundations Division,1971,97(12):1657–1673.
[122]MONONOBE H.Considerations into earthquake vibrations and vibration theories[J].Journal of the Japanese Society of Civil Engineering,1924,10(5):1063–1094.(in Japanese)
[123]OKABE S.General theory on earth pressure and seismic stability of retaining walls and dams[J].Journal of the Japanese Society of Civil Engineering,1924,10(6):1277–1323.
[124]TERZAGHI K.Large retaining wall tests[J].Engineering News Record,1934,112:136–140.
[125]MATSUO M,KENMOCHI S,YAGI H.Experimental study on earth pressure of retaining wall by field tests[J].Soils and Foundations,1978,18(3):27–41.
[126]FANG Y S,CHEN T J,WU B F.Passive earth pressures with various wall movements[J].Journal of Geotechnical Engineering,1994,120(8):1307–1323.
[127]FANG Y S,HO Y C,CHEN T J.Passive earth pressure with critical state concept[J].Journal of Geotechnical and Geoenvironmental Engineering,2002,127(3):248–257.
[128]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Evaluation of earth pressure under any lateral deformation[J].Soils and Foundations,1998,38(1):15–33.
[129]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure theory for retaining walls under any lateral displacement[J].Soils and Foundations,1998,38(2):143–163.50
[130]SONG Fei,ZHANG Jian-min.Evaluation of seismic earth pressures at the passive side[C]//Proceedings of the 14th World Conference on Earthquake Engineering.Beijing,2008.
[131]宋飞,张建民.考虑挡墙位移效应的被动侧土压力计算方法[J].岩土力学,2010,32(1):151–158.(SONG Fei,ZHANG Jian-min.Method for computing earth pressure at the passive side considering wall displacement effect[J].Rock and Soil Mechanics,32(1):151–158.(in Chniese))
[132]ZHANG Jian-min,SONG Fei,LI De-ji.Effect of strain localization on seismic active earth pressures[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,ASCE,136(7):999–1003.
[133]ZHANG Jian-min,SHAMOTO Yasuhiro,SATO Masayoshi.Dynamic soil and water pressures against quay walls[C]//Proceedings 98’IS Centrifuge.1998,1:154–159.
[134]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure against basement wall[C]//Proceedings of the 8th International Conference on Soil Dynamics and Earthquake Engineering.Istanbul,1997
[135]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Earth pressures on rigid walls during earthquakes[J].Geotechnical Special Publication,ASCE,1998,75:1053–1066.
[136]ZHANG Ga,ZHANG Jian-min.Simplified methods for dynamic soil and semi-berried structure interaction[C]//Proceedings of 4th International Conference on Advances in Geotechnical Earthquake Engineering and Soil Dynamics.USA.2001.
[137]ZHANG Jian-min,SHAMOTO Yasuhiro.Total stress change during cyclic loading under K0 conditions[C]//Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.Missouri,1995:47–52.
[138]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Total lateral stress change in saturated sand after liquefaction under different strain constraints[C]//Proceedings of 11th World Conference on Earthquake Engineering.Mexico,1996.
[139]张建民,社本康广,时松孝次.地下结构物上地震土压力的评价方法[C]//日本建筑学会第五届结构物与地基动力相互作用学术讨论会论文集.东京,1998.(ZHANG Jian-Min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Methods for evaluating seismic earth pressures against underground structure[C]//Proceedings of Fifth Symposium on Dynamic Interaction between Structure and Foundation,Japan Architecture Institution.Tokyo,1998.(in Japanese))
[140]SHAMOTO Y,ZHANG Jian-min,KUSUKAME T.A simple method for triaxial strain path testing of soils[J].Soils and Foundations,1996,36(2):129–137.
[141]宋飞,张建民.平动模式下刚性挡墙被动侧土压力计算方法[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(下册).重庆,2007:447–451.(SONG Fei,ZHANG Jian-min.Earth pressure at the passive side against rigid retaining wall under translational mode[C]//Proceedings of the 10th Chinese National Conference on Soil Mechanics and Geotechnical Engineering.Chongqing,2007:447–451.(in Chinese))
[142]宋飞,张建民.考虑侧向变形的各向异性砂土土压力试验研究[J].岩石力学与工程学报,2009,28(9):1884–1895.(SONG Fei,ZHANG Jian-min.Investigation of earth pressure for anisotropic sand considering wall movement[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1884–1895.(in Chinese))
[143]宋飞,张建民,刘超.各向异性砂土K0试验研究[J].岩土力学,2010,31(12):3727–3734.(SONG Fei,ZHANG Jian-min,LIU Chao.Experimental study of K0 for anisotropic sand[J].Rock and Soil Mechanics,2010,31(12):3727–3734.(in Chinese))
[144]宋飞,张建民.各向异性砂土主动侧土压力计算方法[J].岩土力学,2011,32(4):1029–1034.(SONG Fei,ZHANG Jian-min.Evaluation of earth pressure at the active side for anisotropic sand[J].Rock and Soil Mechanics,2011,32(4):1039–1034.(in Chinese))
[145]SATO Masayoshi,ZHANG Jian-min.Liquefaction-induced damage to caisson-type quay wall and its neighboring pile foundation[C]//Proceedings Centrifuge(IS-Tokyo 98).Toky,1998.
[2]谢定义.土动力学[M].西安:西安交通大学出版社,1988.(XIE Ding-yi.Soil dynamics[M].Xi'an:Xi'an Jiaotong University Press,1988.(in Chinese))
[3]张建民,谢定义.饱和砂土振动孔隙水压力理论及应用研究进展[J].力学进展,1993,23(2):168–180.(ZHANG Jian-min,XIE Ding-yi.Advances in the theoretical and applied research on seismic pore water pressure of saturated sand[J].Advances in Mechanics,1993,23(2):168–180.(in Chinese))
[4]张建民,谢定义.砂土动本构理论及应用研究进展[J].力学进展,1994,24(2):187–204.(ZHANG Jian-min,XIE Ding-yi.Advances in the research of dynamic constitutive theories of sand[J].Advances in Mechanics,1994,24(2):187–204.(in Chinese))
[5]张建民.土体与结构物动力相互作用[M]//水利水电工程科学前沿.北京:清华大学出版社,2002:267–287.(ZHANG Jian-min.Dynamic soil-structure interaction[M]//New Frontiers in Hydraulic and Hydropower Sciences.Beijing:Tsinghua University Press,2002:267–287.(in Chinese))
[6]王刚,张建民.地震液化问题研究进展[J].力学进展,2007,37(4):575–589.(WANG G,ZHANG J-M.Recent advances in seismic liquefaction research[J].Advances in Mechanics,2007,37(4):575–589.(in Chinese))
[7]ZHANG Ga,ZHANG Jian-min.State of the art:mechanical behavior of soil-structure interface[J].Progress in Natural Science,2009,19:1187–1196.
[8]ZHANG Jian-min,YANG Ze-yan,GAO Ji-zhang,et al.Lessons from damages to high embankment dams in the May 12,2008 Wenchuan earthquake[J].Geotechnical Special Publication,2010:1–31 201,ASCE.
[9]张建民,王刚,陈杨.海岸岩土工程的物理与数值模拟方法[J].岩土力学,2004,25(增刊2):61–74.(ZHANG Jian-min,WANG Gang,CHEN yang.Physical and numerical modeling methods for coastal geotechnical engineering[J].Rock and Soil Mechanics,2004,25(S2):61–74.(in Chinese))
[10]OHTANI K,OGAWA N,KATAYAMA T,et al.Construction of E-defence(3-D full scale earthquake testing facility)[C]//Thirteen World Conference on Earthquake Engineering,Canada,2004:189.
[11]张嘎.粗粒土与结构接触面静动力学特性及弹塑性损伤理论研究[D].北京:清华大学,2002:1–225.(ZHANG Ga.A new monotonic and cyclic elasto-plastic damage theory for soil-structure interfaces[D].Beijing:Tsinghua University,2002:1–225.(in Chinese))
[12]罗刚.粒状土的可逆性和不可逆性变形规律与循环本构规律研究[D].北京:清华大学,2004:1–139.(LUO Gang.Studies on reversible and irreversible deformation and constitutive model for granular soils[D].Beijing:Tsinghua University,2004:1–139.(in Chinese))
[13]王刚.砂土液化后大变形的物理机制与本构模型研究[D].北京:清华大学,2005:1–152.(WANG Gang.Research on physical fundamentals and constitutive model of large post-liquefaction deformation of sand[D].Beijing:Tsinghua University,2005:1–152.(in Chinese))
[14]张连卫.各向异性粒状材料破坏规律与强度准则及应用[D].北京:清华大学,2007:1–130.(ZHANG Lian-wei.Failure laws and strength criterion of anisotropic granular materials[D].Beijing:Tsinghua University,2007:1–130.(in Chinese))
[15]童朝霞.应力主轴循环旋转条件下砂土的变形规律与本构模型研究[D].北京:清华大学,2008:1–148.(TONG Zhao-xia.Research on deformation behavior and constitutive 44岩土工程学报2012年model for sands under cyclic rotation of principal stress axes[D].Beijing:Tsinghua University,2008:1–148.(in Chinese))
[16]侯文峻.土与结构接触面三维静动力变形规律与本构模型研究[D].北京:清华大学,2008:1–152.(HOU Wen-jun.Research on monotonic and cyclic behavior and constitutive model of three-dimensional soil-structure interfaces[D].Beijing:Tsinghua University,2008:1–152.(in Chinese)).
[17]宋飞.考虑侧向变形的各向异性填土土压力计算方法及试验研究[D].北京:清华大学,2009:1–153.(SONG Fei.Evaluation and experimental study of earth pressure for anisotropic sand under any lateral deformation[D].Beijing:Tsinghua University,2009:1–153.(in Chinese))
[18]于艺林.考虑应力主轴旋转的各向异性砂土本构规律与数学模型[D].北京:清华大学,2010:1–153.(YU Yu-lin.Constitutive law and mathematical model of anisotropic sands under rotation of principal stress axes[D].Beijing:Tsinghua University,2010:1–153.(in Chinese)).
[19]王富强.自然排水条件下砂土液化变形规律与本构关系研究[D].北京:清华大学,2010:1–149.(WANG Fu-qiang.Research on liquefaction behavior and constitutive model of sand under naturally drained condition[D].Beijing:Tsinghua University,2010:1–149.(in Chinese))
[20]张建民.振动三轴试验中仪器系统阻尼力的水试样校正法[J].岩土工程学报,1989,11(1):79–84.(ZHANG Jian-min.Water sample method for eliminating damping forces of axial test system[J].Chinese Journal of Geotechnical Engineering,1989,11(1):79–84.(in Chinese))
[21]张建民,于玉贞,濮家骝,等.电液伺服控制离心机振动台系统研制[J].岩土工程学报,2004,26(6):843–845.(ZHANG Jian-min,YU Yu-zhen,PU Jia-liu,et al.Development of a shaking table in electro-hydraulic servo-control centrifuge[J].Chinese Journal of Geotechnical Engineering,2004,26(6):843–845.(in Chinese))
[22]张嘎,张建民.大型土与结构接触面循环加载剪切仪的研制及应用[J].岩土工程学报,2003,25(2):149–153.(ZHANG Ga,ZHANG Jian-min.Development of application of cyclic shear apparatus for soil-structure interface[J].Chinese Journal of Geotechnical Engineering,2003,25(2):149–153.(in Chinese))
[23]张建民,侯文峻,张嘎,等.大型三维土与结构接触面试验机的研制与应用[J].岩土工程学报,2008,30(6):889–894.(ZHANG Jian-min,HOU Wen-jun,ZHANG Ga,et al.Development and application of 3D soil-structure interface test apparatus[J].Chinese Journal of Geotechnical Engineering,2008,30(6):889–894.(in Chinese))
[24]张连卫,张建民,张嘎,等.二维粒状材料双轴压缩试验系统的研制与应用[J].岩土工程学报,2008,30(1):148–152.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga,et al.Development and application of a 2D biaxial compression test system for granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(1):148–152.(in Chinese))
[25]张嘎,张建民,梁东方.土与结构接触面试验中土颗粒细观运动测量[J].岩土工程学报,2005,27(8):903–907.(ZHANG Ga,ZHANG Jian-min,LIANG Dong-fang.Measurement of soil movement in soil-structure interface test[J].Chinese Journal of Geotechnical Engineering,2005,27(8):903–907.(in Chinese))
[26]张嘎,牟太平,张建民.离心模型试验中基于图像分析的土坡变形场测量[J].岩土工程学报,2007,29(1):94–97.(ZHANG Ga,MU Tai-ping,ZHANG Jian-min.Displacement measurement using image analysis in centrifuge modeling of slope[J].Chinese Journal of Geotechnical Engineering,2007,29(1):94–97.(in Chinese))
[27]张连卫,张建民,张嘎.基于数字图像的粒状材料细观组构特征分析技术[J].岩土工程学报,2008,30(10):1555–1559.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Micro-fabric analysis technique for granular materials based on digital images[J].Chinese Journal of Geotechnical Engineering,2008,30(10):1555–1559.(in Chinese))
[28]宋飞,张建民,张嘎,等.等应变增量比试验控制功能的开发与实现[J].岩土工程学报,2009,31(7):1144–1148.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.Development of constant strain increment ratio path tests[J].Chinese Journal of Geotechnical Engineering,2009,31(7):1144–1148.(in Chinese))
[29]张建民,邵生俊.往返荷载下饱和砂土瞬态有效抗剪强度的研究[J].水利学报,1987,10:33–40.(ZHANG Jian-min,SHAO Shen-jun.Transient effective shear strength of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1987,10:33–40.(in Chinese))
[30]张建民,王稳祥.振动频率对饱和砂土动力特性的影响[J].岩土工程学报,1990,12(1):89–97.(ZHANG Jian-min,WANG Wen-xiang.Influence on vibration frequency on dynamic characteristics of saturated sand[J].Chinese Journal of Geotechnical Engineering,1990,12(1):89–97.(in Chinese))
[31]ZHANG Jian-min.Transient shear strength of saturated sand under cyclic loading considering strain-rate effect[J].Soils and Foundations,1994,34(4):51–65.
[32]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU第1期张建民.砂土动力学若干基本理论探究Kohji.Cyclic critical stress states of sand with nonfrictional effects[J].Journal of Engineering Mechanics,ASCE,1999,125(10):1106–1114.
[33]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Moving critical and phase transformation stress state lines of saturated sand during undrained cyclic shear[J].Soils and Foundations,1997,37(2):51–59.
[34]ZHANG Jian-min.Cyclic critical stress state theory of sand with its application to geotechnical problems[R].Tokyo:Tokyo Institute of Technology,1997:1–271.
[35]ISHIHARA K,TATSUOKA F,YASUDA S.Undrained deformation and liquefaction of sand under cyclic stress[J].Soils and Foundations,1975,15(1):29-44.
[36]张建民,时松孝次,田屋裕司.饱和砂土液化后的剪切吸水效应[J].岩土工程学报,1999,21(4):398–402.(ZHANG Jian-min,TOKIMATSU Kohji,TAYA Yuhji.Effect of water absorption in shear of post-liquefaction[J].Chinese Journal of Geotechnical Engineering,1999,21(4):398–404.(in Chinese))
[37]张建民,宋飞.砂土的压剪效应与渐近状态准则[J].岩土工程学报,2008,30(2):166–171.(ZHANG Jian-min,SONG Fei.Compression-dilatancy coupling effect and asymptotic state criterion of sand[J].Chinese Journal of Geotechnical Engineering,2008,30(2):166–171.(in Chinese))
[38]GUDEHUS G,GOLDSCHEIDER M,WINTER H.Mechanical properties of sand and clay and numerical integration methods:some sources of errors and bounds of accuracy[M]//Finite Elements in Geomechanics.New York:1977:121–150.
[39]CHU J,LO S-C R.Asymptotic behavior of a granular soil in strain path testing[J].Géotechnique,1994,44(1):65–82.
[40]张建民,邵生俊.三维应力条件下饱和砂土的动有效抗剪强度准则[J].水利学报,1989,3:54–59.(ZHANG Jian-min,SHAO Shao-jun.Dynamic effective shear strength criterion of saturated sand for three-dimensional stress loading[J].Journal of Hydraulic Engineering,1989,3:54–59.(in Chinese))
[41]MATSUOKA H.On the significance of'spatial mobilized plane'[J].Soils and Foundations,1976,16(1):91–100.
[42]谢定义,张建民.往返荷载下饱和砂土瞬态强度变形变化的机理[J].土木工程学报,1987,20(3):57–70.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of strength and deformation of saturated sand under cyclic loading[J].China Civil Engineering Journal,1987,20(3):57–70.(in Chinese))
[43]张连卫,张建民,张嘎.基于SMP的粒状材料各向异性强度准则[J].岩土工程学报,2008,30(8):1107–1111.(ZHANG Lian-wei,ZHANG Jian-min,ZHANG Ga.SMP-based anisotropic strength criterion of granular materials[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1107–1111.(in Chinese))
[44]ZHANG Jian-min,ZHANG Lei,ZHANG Lian-wei.Micro to macro strength behavior of granular materials considering anisotropy and crushing[R].Beijing:Tsinghua University,1–45.
[45]谢定义,张建民.饱和砂土瞬态动力学特性与机理分析[M].西安:陕西科学技术出版社,1995:114–149.(XIE Ding-yi,ZHANG Jian-min.Transient dynamics characteristics and mechanism analysis of saturated sand[M].Xi’an:Shaanxi S&T Press,1995:114–149.(in Chinese))
[46]谢定义,张建民.周期荷载下饱和砂土瞬态孔隙水压力的变化机理和计算模型[J].土木工程学报,1990,23(2):51–60.(XIE Ding-yi,ZHANG Jian-min.Transient change mechanism of pore water pressure in saturated sand under cyclic loading[J].China Civil Engineering Journal,1990,23(2):51–60.(in Chinese))
[47]张建民,谢定义.饱和砂土振动孔隙水压力增长的实用计算方法[J].水利学报,1991,8:45–51.(ZHANG Jian-min,XIE Ding-yi.A pragmatic method for calculating the excess pore water pressure generation of saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1991,8:45–51.(in Chinese))
[48]张建民,谢定义.饱和砂土震动孔隙水压力长消的解析算法[J].水利学报,1992,12:72–80.(ZHANG Jian-min,XIE Ding-yi.An analytical method for calculating the generation and dissipation of excess pore water pressure in saturated sand under cyclic loading[J].Journal of Hydraulic Engineering,1992,12:72–80.(in Chinese))
[49]ZHANG Jian-min,SHAMOTO Yasuhiro.Analytical theory of seismic pore pressure generation-dissipation in saturated deposit surrounding spreading foundation[J].Technical Research Bulletin,1997,16:29–36.
[50]张建民.砂土的可逆性和不可逆性剪胀规律[J].岩土工程学报,2000,22(1):12–17.(ZHANG Jian-min.Reversible and irreversible dilatancy of sand[J].Chinese Journal of Geotechnical Engineering,2000,22(1):12–17.(in Chinese))
[51]ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular materials considering reversible and irreversible dilatancy[C]//XIth International Conference on Soil Dynamics&Earthquake Engineering.USA,2004:46岩土工程学报2012年414-419
[52]张建民,罗刚.考虑可逆与不可逆性剪胀的粗粒土动本构模型[J].岩土工程学报,2005,27(2):178–184.(ZHANG Jian-min,LUO Gang.A new cyclic constitutive model for granular soil considering reversible and irreversible dilatancy[J].Chinese Journal of Geotechnical Engineering,2005,27(2):178–184.(in Chinese))
[53]于艺林,王富强,张建民.球应力循环作用下粒状土变形规律与本构描述[J].清华大学学报,2010,50(9):1365–1368.(YU Yi-lin,WANG Fu-qiang,ZHANG Jian-min.Deformation of characteristics and constitutive modeling of granular soils during cyclic spherical stresses[J].Journal of Tsinghua University,2010,50(9):1365–1368.(in Chinese))
[54]王刚,张建民.密度和压力对砂土变形特性影响的统一模拟[J].清华大学学报,2003,43(8):1100–1103.(WANG Gang,ZHANG Jian-min.Modeling of the influence of density and pressure on sand deformation characteristics[J].2003,43(8):1100–1103.(in Chinese))
[55]张嘎,吴伟,张建民.粗粒土亚塑性损伤模型[J].清华大学学报,2006,46(6):793–796.(ZHANG Ga,WU Wei,ZHANG Jian-min.Hypoelasticity damage model of coarse grained soil[J].Journal of Tsinghua University,2006,46(6):793–796.(in Chinese))
[56]罗刚,张建民.邓肯-张模型和沈珠江双屈服面模型的改进[J].岩土力学,2004,25(6):887–890.(LUO Gang,ZHANG Jian-min.Improvement of Duncan-Chang nonlinear model and Shen Zhujiang’s elastoplastic model for granular soils[J].Rock and Soil Mechanics,2004,25(6):887–890.(in Chinese))
[57]罗刚,张建民.考虑物理状态变化的砂土本构模型[J].水利学报,2004,7:26–31.(LUO Gang,ZHANG Jian-min.Constitutive model for sand considering variation of physical state[J].Journal of Hydraulic Engineering,2004,7:26–31.(in Chinese))
[58]罗刚,张建民.考虑物态变化的六参数砂土本构模型[J].清华大学学报,2004,44(3):402–405.(LUO Gang,ZHANG Jian-min.Six-parameter constitutive model of sand with physical state changes[J].Journal of Tsinghua University,2004,44(3):402–405.(in Chinese))
[59]ZHANG Jian-min,TONG Z X,YU Yi-lin.Effects of cyclic rotation of principal stress axes and intermediate principal stress parameter on the deformation behavior of sands[M].ASCE Geotechnical Special Publication,No.181:1–10.
[60]TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Drained deformation behavior of anisotropic sands during cyclic rotation of stress principal axes[J].Journal of Geotchanical and Geoenviromental Engineering,ASCE,2010,136(11):1509–1518.
[61]童朝霞,张建民,张嘎.考虑应力主轴循环旋转效应的砂土弹塑性本构模型[J].岩石力学与工程学报,2009,28(9):1918–1927.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.An elastoplastic constitutive model of sands considering cyclic rotation of principal stress axes[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1918–1927.(in Chinese))
[62]TONG Zhao-xia,YU Yi-lin,ZHANG Jian-min,et al.Deformation behavior of sands subjected to cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2008,30(8):1196–1202.
[63]童朝霞,张建民,于艺林,等.中主应力系数对应力主轴循环旋转条件下砂土变形特性的影响[J].岩土工程学报,2009,31(6):946–952.(TONG Zhao-xia,ZHANG Jian-min,YU Yi-lin,et al.Effects of intermediate principal stress parameter on deformation behavior of sands under cyclic rotation of principal stress axes[J].Chinese Journal of Geotechnical Engineering,2009,31(6):946–952.(in Chinese))
[64]童朝霞,张建民,张嘎.应力主轴旋转对波浪作用下堤防变形的影响分析[J].工程力学,2009,26(10):67–73.(TONG Zhao-xia,ZHANG Jian-min,ZHANG Ga.Effects of principal stress axis rotation on the deformation of a dam under wave loading[J].Engineering Mechanics,2009,26(10):67–73.(in Chinese))
[65]WANG ZL,Dafalias YF,SHEN CK.Boundary surface hypoplasticity model for sand[J].Journal of Engineering Mechanics,ASCE,1990,116(5):983–1001.
[66]沈珠江.复杂荷载下砂土液化变形的结构性模型[C]//第五届全国土动力学学术会议论文集.大连:大连理工大学出版社,1998:1–10.(SHEN Zhu-jiang.Structural model for sand liquefaction deformation under complex loading[C]//Proceedings of the Fifth National Conference on Soil dynamics.Dalian:Dalian University of Technology,1998:1–10.(in Chinese))
[67]YOSHIMI Y.Evaluation of in-situ liquefaction resistance of sands based on high-quality undisturbed specimens[C]//Proceedings of Symposium on Developments in Geotechnical Engineering.Bangkok,1994:25–34.
[68]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential of saturated sandy ground based on concept of relative compression[J].Soils and Foundations,1998,38(S2):57–68.
[69]CASTRO G.Liquefaction and cyclic mobility of saturated第1期张建民.砂土动力学若干基本理论探究sand[J].Journal of Geotechnical Engineering Division,ASCE,1975,101(6):551–569.
[70]SEED HB,LEE KL.Liquefaction of saturated sands during cyclic loading[J].Journal of Soil Mechanics and Foundation Engineering Division,ASCE,1966,92(6):105–134.
[71]HAMADA,M.YASUDA,S,ISOYAMA R,et al.Study on liquefaction induced permanent ground displacements[R].Tokyo:Association for the Development of Earthquake Prediction,1986:1–87.
[72]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Horizontal residual post-liquefaction deformation of level ground[M].ASCE Geotechnical Special Publication,1998,75:373–384.
[73]ZHANG Jian-min,WANG Gang.Large post-liquefaction deformation of sand,part I:physical mechanism,constitutive description and numerical algorithm[J].Acta Geotechnica,2012,7(1):1–49.
[74]ZHANG Jian-min,WANG Gang,WANG Fu-qiang.Large post-liquefaction deformation of sand,Part II:flowslide depending on shearing-induced water absorption[R].Beijing:Tsinghua University,2011:1–44.
[75]SHAMOTO Yasuhiro,ZHANG Jian-min,GOTO Shigeru.Mechanism of large post–liquefaction deformation in saturated sands[J].Soils and Foundations,1997,37(2):71–80.
[76]张建民,王刚.砂土液化大变形的机理[J].岩土工程学报,2006,28(7):835–840.(ZHANG Jian-min,WANG Gang.Mechanism of large post-liquefaction deformation in saturated sand[J].Chinese Journal of Geotechnical Engineering,2006,28(7):835–840.(in Chinese))
[77]ZHANG Jian-min,WANG Gang.Fundamentals and constitutive model of large post-liquefaction deformation in saturated sand[C]//Proceedings of the 2nd Sino-Japanese Geotechnical Symposium.Shanghai,2003:43–67.
[78]SHAMOTO Yasuhiro,ZHANG Jian-min.Evaluation of seismic settlement potential in sand deposits based on concept of relative compression[J].Soils and Foundations,1998,38(2):57–68.
[79]张建民,王富强.饱和剪胀性砂土液化后流滑现象与机理[J].岩土力学,2010,31(9):2712–2715.(ZHANG Jian-min,WANG Fu-qiang.Post-liquefaction flow failure of saturated dilative sands and its mechanism[J].Rock and Soil Mechanics,2010,31(9):2712–2715.(in Chinese))
[80]张建民,王富强.考虑围压和密度的饱和砂土液化后单调加载本构方程[J].清华大学学报(自然科学版),2008,48(12):2044–2047.(ZHANG Jian-min,WANG Fu-qiang.Monotonic loading constitutive model of saturated liquefied sand considering the density and confining stress[J].Journal of Tsinghua University.2008,48(12):2044–2047.(in Chinese))
[81]ZHANG Jian-min WANG Gang.A constitutive model for evaluating small to large cyclic strains of saturated sand during liquefaction process[J].Chinese Journal of Geotechnical Engineering,2004,26(4):546–552.
[82]王刚,张建民.砂土液化大变形的弹塑性循环本构模型[J].岩土工程学报,2007,29(1):51–59.(WANG Gang,ZHANG Jian-min.A cyclic elasto-plastic constitutive model for evaluation of large post-liquefaction deformation of sand[J].Chinese Journal of Geotechnical Engineering,2007,29(1):51–59.(in Chinese))
[83]张建民,王刚.考虑地基液化后大变形的桩-土动力相互作用分析[J].清华大学学报,2004,44(2):429–432.(ZHANG Jian-min,WANG Gang.Dynamic pile-soil interaction analysis considering large post-lique-faction ground deformation[J].Journal of Tsinghua University,2004,44(2):429–432.(in Chinese))
[84]张建民.水平地基液化后大变形对桩基础的影响[J].建筑结构学报.2001,22(5):75–78.(ZHANG Jian-min.Effect of large horizontal post-liquefaction deformation of level ground on pile foundation[J].Journal of Building Engineering,2001,22(5):75–78.(in Chinese))
[85]王刚,张建民.砂土液化变形的数值模拟[J].岩土工程学报,2007,29(3):403–409.(WANG Gang,ZHANG Jian-min.Numerical modeling of liquefaction-induced deformation in sand[J].Chinese Journal of Geotechnical Engineering.2007,29(3):403–409.(in Chinese))
[86]王刚,张建民,魏星.可液化土层中地下车站的地震翻反应分析[J].岩土工程学报,2011,33(11):1623–1641.(WANG Gang,ZHANG Jian-min,WEI Xing.Seismic response analysis of a subway station in liquefiable soil[J].Chinese Journal of Geotechnical Engineering,2011,33(11):1623–1641.(in Chinese))
[87]SHAMOTO Yasuhiro,SATO Masayoshi,ZHANG Jian-min.Simplified estimation of earthquake-induced settlements in sand deposits[J].Soils and Foundations,1996,36(1):39–50.
[88]SHAMOTO Y,KATSURA Y,TAMAOKI K,et al.A simplified method for evaluating the effectiveness of compassion piles in sands containing fines[J].Soils and Foundations,1997,37(2):71–80.
[89]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.New charts for predicting large residual post-lique-faction ground deformation[J].Soil Dynamics and 48岩土工程学报2012年Earthquake Engineering,1998,17(3):427–438.
[90]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.Methods for predicting large residual post-liquefaction ground settlement and horizontal displacement[J].Soils and Foundations,1998,38(2):69–83.
[91]SHAMOTO Yasuhiro,ZHANG Jian-min,TOKIMATSU Kohji.A new approach to evaluate post-liquefaction permanent deformation in saturated sands[C]//Eleventh World Conference on Earthquake Engineering.Mexico,1996.
[92]张建民.地震液化后地基大变形的实用预测方法[C]//中国土木工程学会第八届土力学及岩土工程学术会议论文集.北京:万国学术出版社,1999:573–576.(ZHANG Jian-min.Practical methods for predicting large post-liquefaction deformation of sandy ground[C].Proceedings of Eighth National Conference on Soil Mechanics and Geotechnical Engineering,CCES.Beijing:Wanguo Press,1998:573–576.(in Chinese))
[93]屈智炯.土的塑性力学[M].成都:成都科技大学出版社,1987:295–302.(QU Zhi-jiong.Soil plasticity mechanics[M].Chengdou:Cheng T&S University Press,1987:295–302.(in Chinese))
[94]TOTIMATSU Kohji,YOSHIMI Yoshiaki.Empirical correlation of soil liquefaction based on SPT N-value and fines content[J].Soils and Foundations,23(4):56–74.
[95]ZHANG Ga,ZHANG Jian-min.Large-scale apparatus for monotonic and cyclic soil-structure interface test[J].Geotechnical Testing Journal,2006,29(5):401–408.
[96]ZHANG Ga,LIANG Dong-fang,ZHANG Jian-min.Image analysis measurement of soil particle movement during a soil-structure interface test[J].Computers and Geotechnics,2006,33(4-5):248–259.
[97]ZHANG Ga,ZHANG Jian-min.Monotonic and cyclic tests of interface between structure and gravelly soil[J].Soils and Foundations,2006,46(4):505–518.
[98]冯大阔,张建民.粗粒土与结构接触面静动力学特性的大型单剪试验研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Test investigation on monotonic and cyclic behavior of gravel-structure interface using large-scale simple shear device[J].Chinese Journal of Geotechnical Engineering,(accepted).(in Chinese))
[99]冯大阔,侯文峻,张建民.粗粒土与结构接触面三维力学特性的直剪试验研究[J].土木工程学报(已录用).(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Test investigation on 3-D behavior of gravel-structure interface using large-scale direct shear device[J].China Civil Rngineering Journal(accepted).(in Chinese))
[100]冯大阔,张建民.剪切路径对粗粒土与结构接触面三维特性影响分析[R].北京:清华大学,2010.(Influence of shearing path on three-dimensional interface behavior of coarse grained soil[R].Beijing:Tsinghua University,2010.(in Chinese))
[101]冯大阔,侯文峻,张建民,等.法向常刚度切向应力控制接触面动力特性试验研究[J].岩土工程学报,2011,33(6):846–852.(FENG Da-Kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on cyclic behavior of gravel-structure interface with stress-control mode under constant normal stiffness[J].Chinese Journal of Geotechnical Engineering,2011,33(6):846–852.(in Chinese))
[102]冯大阔,侯文峻,张建民,等.不同法向边界条件接触面三维力学特性的试验研究[J].岩土力学,2010,31(8):2419–2424.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under different normal stiffness condition[J].Rock and Soil Mechanics,2010,31(8):2419–2424.(in Chinese))
[103]冯大阔,侯文峻,张建民.法向刚度值对粗粒土与结构接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Effect of normal stiffness on interface behavior between gravelly soil and structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[104]冯大阔,张建民.循环直剪条件下粗粒土与结构接触面颗粒破碎研究[J].岩土工程学报(已录用).(FENG Da-kuo,ZHANG Jian-min.Particle breakage of the gravel-structure interface due to cyclic shear application[J].Chinese Journal of Geotechnical Engineering,(accepted))
[105]冯大阔,张建民.结构面板异向性对接触面力学特性的影响分析[R].北京:清华大学,2011.(FENG Da-kuo,ZHANG Jina-min.Effect of anisotropy of structure surface on interface behavior of soil-structure[R].Beijing:Tsinghua University,2011.(in Chinese))
[106]冯大阔,张建民,侯文峻.三维加载条件下粗粒土与结构接触面力学特性的试验研究[J].地震工程与工程振动,2010,30(6):154–161.(FENG Da-kuo,ZHANG Jian-min,HOU Wen-jun.Progressive test investigation on 3D behavior of gravel-structure interface[J].Journal of Earthquake Engineering and Engineering Vibration,2010,30(6):154–161.(in Chinese))
[107]张嘎,张建民.粗粒土与结构接触面受载过程中的损伤[J].力学学报,2004,36(3):322–327.(ZHANG Ga,ZHANG Jian-min.Loading-induced damage of the interface between structure and coarse grained soil[J].Acta Mechanica第1期张建民.砂土动力学若干基本理论探究Sinica,2004,36(3):322-327.(in Chinese))
[108]张嘎,张建民.夹有泥皮粗粒土与结构接触面力学特性试验研究[J].岩土力学,2005,26(9):1374–1378.(ZHANG Ga,ZHANG Jian-min.Experimental study on behavior of soil-structure interface with slurry[J].Rock and Soil Mechanics,2005,26(9):1374–1378.(in Chinese))
[109]冯大阔,张嘎,张建民,等.常刚度条件下粗粒土与结构接触面三维力学特性试验研究[J].岩土工程学报,2009,31(10):1571–1577.(FENG Da-kuo,ZHANG Ga,ZHANG Jian-min,et al.Experimental study on 3D cyclic behavior of soil-structure interface under constant normal stiffness condition[J].Chinese Journal of Geotechnical Engineering,2009,31(10):1571–1577.(in Chinese))
[110]冯大阔,张建民.球形粒状介质与钢板接触面力学特性的试验研究[J].岩石力学与工程学报,2011,30(9):1827–1834.(FENG DA-kuo,ZHANG Jian-min.Test investigation on mechanical behavior of spherical granular media-steel plate interface[J].Journal of Rock Mechanics and Engineering,2011,30(9):1827–1834.(in Chinese))
[111]ZHANG Ga,ZHANG Jian-min.Large-scale monotonic and cyclic tests of interface between geotextile and gravelly soil[J].Soils and Foundations,2009,49(1):75–84.
[112]ZHANG Ga,ZHANG Jian-min.Constitutive rules of cyclic behavior of interface between structure and gravelly soil[J].Mechanics of Materials,2009,41(1):48–59.
[113]冯大阔,侯文峻,张建民.粗粒土与结构接触面切向变形非共轴现象的试验研究[J].岩土工程学报,2011,33(7):1066–1071.(FENG Da-kuo,HOU Wen-jun,ZHANG Jian-min.Experimental study on non-coaxial behavior of gravel-structure interface in tangential direction[J].Chinese Journal of Geotechnical Engineering,2011,33(7):1066–1071.(in Chinese))
[114]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Dilatancy of the interface between a structure and gravelly soil[J].Géotechnique,2011,61(1):75–84.
[115]ZHANG Ga,ZHANG Jian-min.Unified modeling of monotonic and cyclic behavior of interface between structure and gravelly soil[J].Soils and Foundations,2008,48(2):231–245.
[116]ZHANG Ga,WANG Li-ping,ZHANG Jian-min.Monotonic and cyclic modeling of interface between geotextile and gravelly soil[J].International Journal for Numerical and Analytical Methods in Geomechanics,2010,34(13):1346–1361.
[117]ZHANG Ga,ZHANG Jian-min.Numerical modeling of soil-structure interface of a concrete-faced rockfill dam[J].Computers and Geotechnics,2009,36(5):762–772.
[118]张嘎,张建民.土与结构接触面弹塑性损伤模型用于单桩与地基相互作用分析[J].工程力学,2006,23(2):72–77.(ZHANG Ga,ZHANG Jian-min.Elastoplastic damage model of soil-structure interface in single pile-soil interaction analysis[J].Engineering Mechanics,2006,23(2):72–77.(in Chinese))
[119]张建民,张嘎,刘芳.面板堆石坝挤压式边墙的概化数值分析模型及应用[J].岩土工程学报,2005,27(3):249–253.(ZHANG Jian-min,ZHANG Ga,LIU Fang.Asimplified equivalent numerical model of extrusion-sidewall for CFRD and its application[J].Chinese Journal of Geotechnical Engineering,2005,27(3):249–253.(in Chinese))
[120]ZHANG Ga,ZHANG Jian-min.Modeling of low-cement extruded curb of concrete-faced rockfill dam[J].Canadian Geotechnical Journal,2011,48(1):89–97.
[121]CLOUGH G W,DUNCAN J M.Finite element analyses of retaining wall behavior[J].ASCE Journal of the Soil Mechanics and Foundations Division,1971,97(12):1657–1673.
[122]MONONOBE H.Considerations into earthquake vibrations and vibration theories[J].Journal of the Japanese Society of Civil Engineering,1924,10(5):1063–1094.(in Japanese)
[123]OKABE S.General theory on earth pressure and seismic stability of retaining walls and dams[J].Journal of the Japanese Society of Civil Engineering,1924,10(6):1277–1323.
[124]TERZAGHI K.Large retaining wall tests[J].Engineering News Record,1934,112:136–140.
[125]MATSUO M,KENMOCHI S,YAGI H.Experimental study on earth pressure of retaining wall by field tests[J].Soils and Foundations,1978,18(3):27–41.
[126]FANG Y S,CHEN T J,WU B F.Passive earth pressures with various wall movements[J].Journal of Geotechnical Engineering,1994,120(8):1307–1323.
[127]FANG Y S,HO Y C,CHEN T J.Passive earth pressure with critical state concept[J].Journal of Geotechnical and Geoenvironmental Engineering,2002,127(3):248–257.
[128]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Evaluation of earth pressure under any lateral deformation[J].Soils and Foundations,1998,38(1):15–33.
[129]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure theory for retaining walls under any lateral displacement[J].Soils and Foundations,1998,38(2):143–163.50
[130]SONG Fei,ZHANG Jian-min.Evaluation of seismic earth pressures at the passive side[C]//Proceedings of the 14th World Conference on Earthquake Engineering.Beijing,2008.
[131]宋飞,张建民.考虑挡墙位移效应的被动侧土压力计算方法[J].岩土力学,2010,32(1):151–158.(SONG Fei,ZHANG Jian-min.Method for computing earth pressure at the passive side considering wall displacement effect[J].Rock and Soil Mechanics,32(1):151–158.(in Chniese))
[132]ZHANG Jian-min,SONG Fei,LI De-ji.Effect of strain localization on seismic active earth pressures[J].Journal of Geotechnical and Geoenvironmental Engineering,2010,ASCE,136(7):999–1003.
[133]ZHANG Jian-min,SHAMOTO Yasuhiro,SATO Masayoshi.Dynamic soil and water pressures against quay walls[C]//Proceedings 98’IS Centrifuge.1998,1:154–159.
[134]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Seismic earth pressure against basement wall[C]//Proceedings of the 8th International Conference on Soil Dynamics and Earthquake Engineering.Istanbul,1997
[135]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Earth pressures on rigid walls during earthquakes[J].Geotechnical Special Publication,ASCE,1998,75:1053–1066.
[136]ZHANG Ga,ZHANG Jian-min.Simplified methods for dynamic soil and semi-berried structure interaction[C]//Proceedings of 4th International Conference on Advances in Geotechnical Earthquake Engineering and Soil Dynamics.USA.2001.
[137]ZHANG Jian-min,SHAMOTO Yasuhiro.Total stress change during cyclic loading under K0 conditions[C]//Proceedings of 3rd International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.Missouri,1995:47–52.
[138]ZHANG Jian-min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Total lateral stress change in saturated sand after liquefaction under different strain constraints[C]//Proceedings of 11th World Conference on Earthquake Engineering.Mexico,1996.
[139]张建民,社本康广,时松孝次.地下结构物上地震土压力的评价方法[C]//日本建筑学会第五届结构物与地基动力相互作用学术讨论会论文集.东京,1998.(ZHANG Jian-Min,SHAMOTO Yasuhiro,TOKIMATSU Kohji.Methods for evaluating seismic earth pressures against underground structure[C]//Proceedings of Fifth Symposium on Dynamic Interaction between Structure and Foundation,Japan Architecture Institution.Tokyo,1998.(in Japanese))
[140]SHAMOTO Y,ZHANG Jian-min,KUSUKAME T.A simple method for triaxial strain path testing of soils[J].Soils and Foundations,1996,36(2):129–137.
[141]宋飞,张建民.平动模式下刚性挡墙被动侧土压力计算方法[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(下册).重庆,2007:447–451.(SONG Fei,ZHANG Jian-min.Earth pressure at the passive side against rigid retaining wall under translational mode[C]//Proceedings of the 10th Chinese National Conference on Soil Mechanics and Geotechnical Engineering.Chongqing,2007:447–451.(in Chinese))
[142]宋飞,张建民.考虑侧向变形的各向异性砂土土压力试验研究[J].岩石力学与工程学报,2009,28(9):1884–1895.(SONG Fei,ZHANG Jian-min.Investigation of earth pressure for anisotropic sand considering wall movement[J].Chinese Journal of Rock Mechanics and Engineering,2009,28(9):1884–1895.(in Chinese))
[143]宋飞,张建民,刘超.各向异性砂土K0试验研究[J].岩土力学,2010,31(12):3727–3734.(SONG Fei,ZHANG Jian-min,LIU Chao.Experimental study of K0 for anisotropic sand[J].Rock and Soil Mechanics,2010,31(12):3727–3734.(in Chinese))
[144]宋飞,张建民.各向异性砂土主动侧土压力计算方法[J].岩土力学,2011,32(4):1029–1034.(SONG Fei,ZHANG Jian-min.Evaluation of earth pressure at the active side for anisotropic sand[J].Rock and Soil Mechanics,2011,32(4):1039–1034.(in Chinese))
[145]SATO Masayoshi,ZHANG Jian-min.Liquefaction-induced damage to caisson-type quay wall and its neighboring pile foundation[C]//Proceedings Centrifuge(IS-Tokyo 98).Toky,1998.
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