弱胶结类岩石细观结构参数与其宏观力学行为的关联性研究进展
|
摘要
弱胶结类岩石主要为颗粒和胶结物质由压实或胶结作用而成,具有多尺度性、多相性以及复杂性,其细观结构的颗粒和胶结物质的物理特性、胶结特性以及颗粒和胶结物质构成的结构系统对其宏观力学性能有重要的影响。梳理了弱胶结类岩石宏细观研究的整体分析思路,总结了现有研究弱胶结类岩石细观结构的实验测试技术及其细观结构参数的定量选取和表征方法。列举了采用数值计算来研究细观结构参数单一变量对宏观力学性质的研究成果。为表征弱胶结砂岩细观结构的演化特征,提出了弱胶结类岩石模型建立时必须遵循的基本原则。在研究总结的基础上,揭示了弱胶结类岩石受力条件下细观结构演化过程中颗粒接触特征的演化过程。寻求以测试技术手段为基础的细观结构演化过程中临界特征提取与判别方法,以期为研究弱胶结类岩石细观构造的定量参数与宏观力学行为的关联性奠定基础。
Weakly cemented rocks(WCRs) primarily comprise grains and cementing materials which were formed due to effects of compaction and cementation with the characteristics of multiscale,heterogeneity and complexity. Their macromechanical behaviors of the cemented rocks are greatly influenced by physical properties,cementation characteristics and the structural system consisting of the microscopic grains and cementing materials. In this research,an analysis idea of the macro-,and meso-,structures of WCRs is generally demonstrated. Furthermore,existing experimental techniques for researching the mesostructure of WCRs and methods of quantitatively selecting mesostructural parameters are summarized. Additionally,previous studies on the influence of single variable for mesostructural parameters on macromechanical behaviors of WCRs are also reviewed. It is proposed that the basic principles have to follow when WCRs model was established for characterizing the macrostructural evolution of WCRs;Based on this aforementioned,the evolution of grain-to-grain contact characteristics was revealed in the evolution of mesostructure for WCRs under stress state;It aims to proposing a method for extracting and determining critical characteristics of evolving mesostructure via measurement techniques,to lay a foundation for the research on the association between quantitatively measured mesostructural parameters and macromechanical behaviors of WCRs.
Weakly cemented rocks(WCRs) primarily comprise grains and cementing materials which were formed due to effects of compaction and cementation with the characteristics of multiscale,heterogeneity and complexity. Their macromechanical behaviors of the cemented rocks are greatly influenced by physical properties,cementation characteristics and the structural system consisting of the microscopic grains and cementing materials. In this research,an analysis idea of the macro-,and meso-,structures of WCRs is generally demonstrated. Furthermore,existing experimental techniques for researching the mesostructure of WCRs and methods of quantitatively selecting mesostructural parameters are summarized. Additionally,previous studies on the influence of single variable for mesostructural parameters on macromechanical behaviors of WCRs are also reviewed. It is proposed that the basic principles have to follow when WCRs model was established for characterizing the macrostructural evolution of WCRs;Based on this aforementioned,the evolution of grain-to-grain contact characteristics was revealed in the evolution of mesostructure for WCRs under stress state;It aims to proposing a method for extracting and determining critical characteristics of evolving mesostructure via measurement techniques,to lay a foundation for the research on the association between quantitatively measured mesostructural parameters and macromechanical behaviors of WCRs.
引文
[1]宋朝阳,纪洪广,张月征,等.主应力对弱胶结软岩马头门围岩稳定性影响[J].采矿与安全工程学报,2016(6):965-971.Song Zhaoyang,Ji Hongguang,Zhang Yuezheng,et al.Influence of principal stress on the stability of surrounding rock of ingate in extremely weak cementation stratum[J].Journal of Mining&Safety Engineering,2016(6):965-971.
[2]孟庆彬,韩立军,乔卫国,等.极弱胶结地层开拓巷道围岩演化规律与监测分析[J].煤炭学报,2013,38(4):572-579.Meng Qingbin,Han Lijun,Qiao Weiguo,et al.Evolution of surrounding rock in pioneering roadway with very weakly cemented strata through monitoring and analysising[J].Journal of China Coal Society,2013,38(4):572-579.
[3]宋朝阳.弱胶结类岩石细观结构特征与变形破坏机理研究及应用[D].北京:北京科技大学,2017.Song Zhaoyang.The Analysis and Application of Mesoscopic Structure Characteristic and Deformation and Failure Mechanism of Weak Cemented Sandstone[D].Beijing:University of Science and Technology Beijing,2017.
[4]孟庆彬.极弱胶结岩体结构与力学特性及本构模型研究[D].徐州:中国矿业大学,2014.Meng Qingbin.Study on Structure and Mechanical Properties and Constitutive Model of Very Weakly Cemented Rock[D].Xuzhou:China University of Mining and Technology,2014.
[5]宋朝阳,纪洪广,刘阳军,等.弱胶结围岩条件下邻近巷道掘进扰动影响因素[J].采矿与安全工程学报,2016(5):806-812.Song Zhaoyang,Ji Hongguang,Liu Yangjun,et al.Influencing factors of excavation disturbance on neighboring roadways in weakly cemented rock[J].Journal of Mining&Safety Engineering,2016(5):806-812.
[6]朱凤贤,周翠英.软岩遇水软化的耗散结构形成机制[J].地球科学:中国地质大学学报,2009(3):525-532.Zhu Fengxian,Zhou Cuiying.Forming mechanism of dissipative structure in the softening process of saturated soft rocks[J].Earth Science:Journal of China University of Geoscience,2009(3):525-532.
[7]周翠英,张乐民.软岩与水相互作用的非线性动力学过程分析[J].岩石力学与工程学报,2005(22):4036-4041.Zhou Cuiying,Zhang Lemin.Analysis of the nonlinear dynamic process of the interaction between soft rock and water[J].Chinese Journal of Rock Mechanics and Engineering,2005(22):4036-4041.
[8]王煜曦.岩石断裂表面细观接触演化与剪切力学模型研究[D].北京:北京科技大学,2016.Wang Yuxi.Study on Micro-Contact Evolution and Shear Mechanical Model of Fractured Rock Surfaces[D].Beijing:University ofScience and Technology Beijing,2016
[9]周翠英,李拔通,张鑫海,等.基于重整化群方法的红层软岩损伤破坏逾渗阈值研究[J].工程地质学报,2015(5):965-970.Zhou Cuiying,Li Batong,Zhang Xinhai,et al.Study on percolation threshold of red-layer soft rock failure process based on the renormalization group method[J].Journal of Engineering Geology,2015(5):965-970.
[10]纪青.重整化群与临界现象[J].原子核物理评论,2004,21(2):174-176Ji Qing.Renormalization group and critical phenomena[J].Nuclear Physics Review,2004,21(2):174-176.
[11]季顺迎,孙珊珊,陈晓东.颗粒材料剪切流动状态转变的环剪试验研究[J].力学学报,2016(5):1061-1072.Ji Shunying,Sun Shanshan,Chen Xiaodong.Shear cell test on transition of shear flow states of granular materials[J].Chinese Journal of Theoretical and Applied Mechanics,2016(5):1061-1072.
[12]季顺迎.非均匀颗粒材料的类固-液相变行为及本构方程[J].力学学报,2007(2):223-237.Ji Shunying.The quasi-solid-liquid phase transition of non-uniform granular materials and their constitutive equation[J].Chinese Journal of Theoretical and Applied Mechanics,2007,39(2):223-237
[13]季顺迎,孙其诚,严颖.颗粒物质剪切流动的类固-液转化特性及相变图的建立[J].中国科学:物理学力学天文学,2011(09):1112-1125.Ji Shunying,Sun Qicheng,Yan Ying.Characteristics in quasi-solidliquid phase transition of granular shear flow and its phase diagram[J].Scientia Sinica:Phys,Mech&Astron,2011,41(9):1112-1125.
[14]卫振海.岩土材料结构性问题研究[D].北京:北京交通大学,2012.Wei Zhenhai.Research on the Geomaterials Structure[D].Beijing:Beijing Jiaotong University,2012.
[15]赵阳升,孟巧荣,康天合,等.显微CT试验技术与花岗岩热破裂特征细观研究[J].岩石力学与工程学报,2018,27(1):28-34.Zhao Yangsheng,Meng Qiaorong,Kang Tianhe,et al.Micro-CT experimental technology and meso-investigation on thermal fracturing characterristics of granite[J].Chinese Journal of Rock Mechanics and Engineering,2018,27(1):28-34.
[16]孙华飞,鞠杨,行明旭,等.基于CT图像的土石混合体破裂-损伤的三维识别与分析[J].煤炭学报,2014(3):452-459.Sun Huafei,Ju Yang,Xing Mingxu,et al.3D identification and analysis of fracture and damage in soil-rock mixtures based on CT image processing[J].Journal of China Coal Society,2014(3):452-459.
[17]陈海洋,汪稔,李建国,等.钙质砂颗粒的形状分析[J].岩土力学,2005(9):1389-1392.Chen Haiyang,Wang Ren,Li Jianguo,et al.Grain shape analysis of calcareous soi[lJ].Rock and Soil Mechanics,2005(9):1389-1392.
[18]吴道祥,蓝天鹏,刘秋燕,等.土的结构研究现状与展望[J].合肥工业大学学报:自然科学版,2009(12):1904-1910.Wu Daoxiang,Lan Tianpeng,Liu Qiuyan,et al.Present situation and prospect of the research on the structure of soil[J].Journal of Hefei University of Technology:Natural Science,2009(12):1904-1910.
[19]沈珠江,陈铁林.岩土破损力学--结构类型与荷载分担[J].岩石力学与工程学报,2004(13):2137-2142.Shen Zhujiang,Chen Tielin.Breakage mechanics of geomaterialstructure types and load sharing[J].Chinese Journal of Rock Mechanics and Engineering,2004(13):2137-2142.
[20]沈珠江,刘恩龙,陈铁林.岩土二元介质模型的一般应力应变关系[J].岩土工程学报,2005(5):489-494.Shen Zhujiang,Liu Enlong,Chen Tielin,Generalized stress-strain relationship of binary medium model for geological materials[J].Chinese Journal of Geotechnical Engineering.2005(5):489-494.
[21]蒋明镜,孙渝刚.结构性砂土粒间胶结效应的二维数值分析[J].岩土工程学报,2011(8):1246-1253.Jiang Mingjing,Sun Yugang.Two-dimensional numerical investigation on bonding effect between particles of structured sands[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1246-1253.
[22]蒋明镜,刘静德,孙渝刚.基于细观破损规律的结构性土本构模型[J].岩土工程学报,2013(6):1134-1139.Jiang Mingjing,Liu Jingde,Sun Yugang.Constitutive model for structured soils based on microscopic damage law[J].Chinese Journal of Geotechnical Engineering.2013(6):1134-1139.
[23]刘先珊,许明,熊卫红.颗粒刚度变化对胶结砂岩力学响应的影响[J].北京科技大学学报,2014(11):1427-1435.Liu Xianshan,Xu Ming,Xiong Weihong.Effect of change in particle stiffness on the mechanical response of cemented sandstone[J].Journal of University of Science and Technology Beijing,2014(11):1427-1435.
[24]许明,刘先珊.颗粒摩擦因数对胶结砂岩力学特性的影响[J].中南大学学报:自然科学版,2014(1):299-305.Xu Ming,Liu Xianshan.Influence of particle friction coefficient on mechanical characteristics of cemented sandstone[J].Journal of Central South University:Science and Technology,2014(1):299-305.
[25]刘先珊,董存军.三维颗粒流数值模型的胶结砂岩力学特性[J].重庆大学学报:自然科学版,2013(2):37-44.Liu Xianshan,Dong Cunjun.Reasearch on mechanical characteristics of the cemented sandstone based on 3dimensional PFC numerical mode[lJ].Journal of Chongqing University:Natural Science Edition,2013(2):37-44.
[26]刘先珊,许明.粒度分布对胶结砂岩力学特性的影响[J].中国石油大学学报:自然科学版,2014(5):142-148.Liu Xianshan,Xu Ming.Effects of particle size distribution on mechanical characteristics of cemented sandstone[J].Journal of China University of Petroleum:Natural Science Edition,2014(5):142-148.
[27]季顺迎,Hayley H Shen.颗粒介质在类固-液相变过程中的时空参数特性[J].科学通报.2006,51(3):255-262.Ji Shunying.Hayley H Shen.Spatiotemporal parameter characteristics of granular media in the process of solid-liquid phase change[J].Chinese Science Bulletin,2006,51(3):255-262.
[28]陆坤权,刘寄星.颗粒物质(上)[J].物理,2004(9):629-635.Lu Kunquan,Liu Jixing.Static and dynamic properties of granular matte(rⅠ)[J].Physics,2004(9):629-635.
[29]陆坤权,刘寄星.颗粒物质(下)[J].物理,2004(10):713-721.Lu Kunquan,Liu Jixing.Static and dynamic properties of granular matte(rⅡ)[J]..Physics,2004(10):713-721.
[30]孙其诚,程晓辉,季顺迎,等.岩土类颗粒物质宏-细观力学研究进展[J].力学进展,2011(3):351-371.Sun Qicheng,Cheng Xiaohui,Ji Shunying,et al.Advances in the micro-macro mechanics of granular soil materials[J].Advances in Mechanics,2011(3):351-371.
[31]孙其诚,金峰,王光谦,等.二维颗粒体系单轴压缩形成的力链结构[J].物理学报,2010,59(1):30-37.Sun Qicheng,Jin Feng,Wang Guangqian,et al.Force chains in a uniaxially compressed static granular matter in 2D[J].Acta Physica Sinica,2010,59(1):30-37.
[32]周博,汪华斌,赵文锋,等.黏性材料细观与宏观力学参数相关性研究[J].岩土力学,2012(10):3171-3175.Zhou Bo,Wang Huabin,Zhao Wenfeng,et al.Analysis of relationship between particle mesoscopic and macroscopic mechanical parameters of cohesive materials[J].Rock and Soil Mechanics,2012(10):3171-3175.
[33]谢和平.分形几何及其在岩土力学中的应用[J].岩土工程学报,1992,14(1):14-24.Xie Heping.Fractal geometry and its application to rock and soil materials[J].,Chinese Journal of Geotechnical Engineering,1992,14(1):14-24.
[34]陈陶,徐金明.温度和压强对花岗岩中矿物微观物理力学特性的影响[J].工程地质学报,2017,25(6):1474-1481.Chen Tao,Xu Jinming.Effects of temperature and pressure on microscopic physical and mechanical features of minerals in granite[J].Journal of Engineering Geology,2017,25(6):1474-1481.
[35]刘治清,宋晶,李学,等.饱和细粒土固结过程中矿物组分与有机质的三维表征[J].工程地质学报,2017,25(5):1299-1306.Liu Zhiqing,Song Jing,Li Xue,et al.Three-dimensional characterization of mineral and organic compositions in process of consolidation of saturated fine-grained soil[J].Journal of Engineering Geology,2017,25(5):1299-1306.
[2]孟庆彬,韩立军,乔卫国,等.极弱胶结地层开拓巷道围岩演化规律与监测分析[J].煤炭学报,2013,38(4):572-579.Meng Qingbin,Han Lijun,Qiao Weiguo,et al.Evolution of surrounding rock in pioneering roadway with very weakly cemented strata through monitoring and analysising[J].Journal of China Coal Society,2013,38(4):572-579.
[3]宋朝阳.弱胶结类岩石细观结构特征与变形破坏机理研究及应用[D].北京:北京科技大学,2017.Song Zhaoyang.The Analysis and Application of Mesoscopic Structure Characteristic and Deformation and Failure Mechanism of Weak Cemented Sandstone[D].Beijing:University of Science and Technology Beijing,2017.
[4]孟庆彬.极弱胶结岩体结构与力学特性及本构模型研究[D].徐州:中国矿业大学,2014.Meng Qingbin.Study on Structure and Mechanical Properties and Constitutive Model of Very Weakly Cemented Rock[D].Xuzhou:China University of Mining and Technology,2014.
[5]宋朝阳,纪洪广,刘阳军,等.弱胶结围岩条件下邻近巷道掘进扰动影响因素[J].采矿与安全工程学报,2016(5):806-812.Song Zhaoyang,Ji Hongguang,Liu Yangjun,et al.Influencing factors of excavation disturbance on neighboring roadways in weakly cemented rock[J].Journal of Mining&Safety Engineering,2016(5):806-812.
[6]朱凤贤,周翠英.软岩遇水软化的耗散结构形成机制[J].地球科学:中国地质大学学报,2009(3):525-532.Zhu Fengxian,Zhou Cuiying.Forming mechanism of dissipative structure in the softening process of saturated soft rocks[J].Earth Science:Journal of China University of Geoscience,2009(3):525-532.
[7]周翠英,张乐民.软岩与水相互作用的非线性动力学过程分析[J].岩石力学与工程学报,2005(22):4036-4041.Zhou Cuiying,Zhang Lemin.Analysis of the nonlinear dynamic process of the interaction between soft rock and water[J].Chinese Journal of Rock Mechanics and Engineering,2005(22):4036-4041.
[8]王煜曦.岩石断裂表面细观接触演化与剪切力学模型研究[D].北京:北京科技大学,2016.Wang Yuxi.Study on Micro-Contact Evolution and Shear Mechanical Model of Fractured Rock Surfaces[D].Beijing:University ofScience and Technology Beijing,2016
[9]周翠英,李拔通,张鑫海,等.基于重整化群方法的红层软岩损伤破坏逾渗阈值研究[J].工程地质学报,2015(5):965-970.Zhou Cuiying,Li Batong,Zhang Xinhai,et al.Study on percolation threshold of red-layer soft rock failure process based on the renormalization group method[J].Journal of Engineering Geology,2015(5):965-970.
[10]纪青.重整化群与临界现象[J].原子核物理评论,2004,21(2):174-176Ji Qing.Renormalization group and critical phenomena[J].Nuclear Physics Review,2004,21(2):174-176.
[11]季顺迎,孙珊珊,陈晓东.颗粒材料剪切流动状态转变的环剪试验研究[J].力学学报,2016(5):1061-1072.Ji Shunying,Sun Shanshan,Chen Xiaodong.Shear cell test on transition of shear flow states of granular materials[J].Chinese Journal of Theoretical and Applied Mechanics,2016(5):1061-1072.
[12]季顺迎.非均匀颗粒材料的类固-液相变行为及本构方程[J].力学学报,2007(2):223-237.Ji Shunying.The quasi-solid-liquid phase transition of non-uniform granular materials and their constitutive equation[J].Chinese Journal of Theoretical and Applied Mechanics,2007,39(2):223-237
[13]季顺迎,孙其诚,严颖.颗粒物质剪切流动的类固-液转化特性及相变图的建立[J].中国科学:物理学力学天文学,2011(09):1112-1125.Ji Shunying,Sun Qicheng,Yan Ying.Characteristics in quasi-solidliquid phase transition of granular shear flow and its phase diagram[J].Scientia Sinica:Phys,Mech&Astron,2011,41(9):1112-1125.
[14]卫振海.岩土材料结构性问题研究[D].北京:北京交通大学,2012.Wei Zhenhai.Research on the Geomaterials Structure[D].Beijing:Beijing Jiaotong University,2012.
[15]赵阳升,孟巧荣,康天合,等.显微CT试验技术与花岗岩热破裂特征细观研究[J].岩石力学与工程学报,2018,27(1):28-34.Zhao Yangsheng,Meng Qiaorong,Kang Tianhe,et al.Micro-CT experimental technology and meso-investigation on thermal fracturing characterristics of granite[J].Chinese Journal of Rock Mechanics and Engineering,2018,27(1):28-34.
[16]孙华飞,鞠杨,行明旭,等.基于CT图像的土石混合体破裂-损伤的三维识别与分析[J].煤炭学报,2014(3):452-459.Sun Huafei,Ju Yang,Xing Mingxu,et al.3D identification and analysis of fracture and damage in soil-rock mixtures based on CT image processing[J].Journal of China Coal Society,2014(3):452-459.
[17]陈海洋,汪稔,李建国,等.钙质砂颗粒的形状分析[J].岩土力学,2005(9):1389-1392.Chen Haiyang,Wang Ren,Li Jianguo,et al.Grain shape analysis of calcareous soi[lJ].Rock and Soil Mechanics,2005(9):1389-1392.
[18]吴道祥,蓝天鹏,刘秋燕,等.土的结构研究现状与展望[J].合肥工业大学学报:自然科学版,2009(12):1904-1910.Wu Daoxiang,Lan Tianpeng,Liu Qiuyan,et al.Present situation and prospect of the research on the structure of soil[J].Journal of Hefei University of Technology:Natural Science,2009(12):1904-1910.
[19]沈珠江,陈铁林.岩土破损力学--结构类型与荷载分担[J].岩石力学与工程学报,2004(13):2137-2142.Shen Zhujiang,Chen Tielin.Breakage mechanics of geomaterialstructure types and load sharing[J].Chinese Journal of Rock Mechanics and Engineering,2004(13):2137-2142.
[20]沈珠江,刘恩龙,陈铁林.岩土二元介质模型的一般应力应变关系[J].岩土工程学报,2005(5):489-494.Shen Zhujiang,Liu Enlong,Chen Tielin,Generalized stress-strain relationship of binary medium model for geological materials[J].Chinese Journal of Geotechnical Engineering.2005(5):489-494.
[21]蒋明镜,孙渝刚.结构性砂土粒间胶结效应的二维数值分析[J].岩土工程学报,2011(8):1246-1253.Jiang Mingjing,Sun Yugang.Two-dimensional numerical investigation on bonding effect between particles of structured sands[J].Chinese Journal of Geotechnical Engineering,2011,33(8):1246-1253.
[22]蒋明镜,刘静德,孙渝刚.基于细观破损规律的结构性土本构模型[J].岩土工程学报,2013(6):1134-1139.Jiang Mingjing,Liu Jingde,Sun Yugang.Constitutive model for structured soils based on microscopic damage law[J].Chinese Journal of Geotechnical Engineering.2013(6):1134-1139.
[23]刘先珊,许明,熊卫红.颗粒刚度变化对胶结砂岩力学响应的影响[J].北京科技大学学报,2014(11):1427-1435.Liu Xianshan,Xu Ming,Xiong Weihong.Effect of change in particle stiffness on the mechanical response of cemented sandstone[J].Journal of University of Science and Technology Beijing,2014(11):1427-1435.
[24]许明,刘先珊.颗粒摩擦因数对胶结砂岩力学特性的影响[J].中南大学学报:自然科学版,2014(1):299-305.Xu Ming,Liu Xianshan.Influence of particle friction coefficient on mechanical characteristics of cemented sandstone[J].Journal of Central South University:Science and Technology,2014(1):299-305.
[25]刘先珊,董存军.三维颗粒流数值模型的胶结砂岩力学特性[J].重庆大学学报:自然科学版,2013(2):37-44.Liu Xianshan,Dong Cunjun.Reasearch on mechanical characteristics of the cemented sandstone based on 3dimensional PFC numerical mode[lJ].Journal of Chongqing University:Natural Science Edition,2013(2):37-44.
[26]刘先珊,许明.粒度分布对胶结砂岩力学特性的影响[J].中国石油大学学报:自然科学版,2014(5):142-148.Liu Xianshan,Xu Ming.Effects of particle size distribution on mechanical characteristics of cemented sandstone[J].Journal of China University of Petroleum:Natural Science Edition,2014(5):142-148.
[27]季顺迎,Hayley H Shen.颗粒介质在类固-液相变过程中的时空参数特性[J].科学通报.2006,51(3):255-262.Ji Shunying.Hayley H Shen.Spatiotemporal parameter characteristics of granular media in the process of solid-liquid phase change[J].Chinese Science Bulletin,2006,51(3):255-262.
[28]陆坤权,刘寄星.颗粒物质(上)[J].物理,2004(9):629-635.Lu Kunquan,Liu Jixing.Static and dynamic properties of granular matte(rⅠ)[J].Physics,2004(9):629-635.
[29]陆坤权,刘寄星.颗粒物质(下)[J].物理,2004(10):713-721.Lu Kunquan,Liu Jixing.Static and dynamic properties of granular matte(rⅡ)[J]..Physics,2004(10):713-721.
[30]孙其诚,程晓辉,季顺迎,等.岩土类颗粒物质宏-细观力学研究进展[J].力学进展,2011(3):351-371.Sun Qicheng,Cheng Xiaohui,Ji Shunying,et al.Advances in the micro-macro mechanics of granular soil materials[J].Advances in Mechanics,2011(3):351-371.
[31]孙其诚,金峰,王光谦,等.二维颗粒体系单轴压缩形成的力链结构[J].物理学报,2010,59(1):30-37.Sun Qicheng,Jin Feng,Wang Guangqian,et al.Force chains in a uniaxially compressed static granular matter in 2D[J].Acta Physica Sinica,2010,59(1):30-37.
[32]周博,汪华斌,赵文锋,等.黏性材料细观与宏观力学参数相关性研究[J].岩土力学,2012(10):3171-3175.Zhou Bo,Wang Huabin,Zhao Wenfeng,et al.Analysis of relationship between particle mesoscopic and macroscopic mechanical parameters of cohesive materials[J].Rock and Soil Mechanics,2012(10):3171-3175.
[33]谢和平.分形几何及其在岩土力学中的应用[J].岩土工程学报,1992,14(1):14-24.Xie Heping.Fractal geometry and its application to rock and soil materials[J].,Chinese Journal of Geotechnical Engineering,1992,14(1):14-24.
[34]陈陶,徐金明.温度和压强对花岗岩中矿物微观物理力学特性的影响[J].工程地质学报,2017,25(6):1474-1481.Chen Tao,Xu Jinming.Effects of temperature and pressure on microscopic physical and mechanical features of minerals in granite[J].Journal of Engineering Geology,2017,25(6):1474-1481.
[35]刘治清,宋晶,李学,等.饱和细粒土固结过程中矿物组分与有机质的三维表征[J].工程地质学报,2017,25(5):1299-1306.Liu Zhiqing,Song Jing,Li Xue,et al.Three-dimensional characterization of mineral and organic compositions in process of consolidation of saturated fine-grained soil[J].Journal of Engineering Geology,2017,25(5):1299-1306.