姚仰平,张丙印,朱俊高.土的基本特性、本构关系及数值模拟研究综述[J].土木工程学报,2012,45(3):127-150. YAO Yang-ping,ZHANG Bing-yin,ZHU Jun-gao.Behaviors,Constitutive Models and Numerical Simulation of Soils[J].China Civil Engineering Journal,2012,45(3):127-150.
[2]
俞茂宏.强度理论百年总结[J].力学进展,2004,34(4):529-560. YU Mao-hong.Advances in Strength Theories for Materials Under Complex Stress State in the 20th Century[J].Advances in Mechanics,2004,34(4):529-560.
[3]
邵生俊,许 萍,陈昌禄.土的剪切空间滑动面分析及各向异性强度准则研究[J].岩土工程学报,2013,35(3):422-435. SHAO Sheng-jun,XU Ping,CHEN Chang-lu.Several Shear Spatially Mobilized Planes and Anisotropic Strength Criteria of Soils[J].Chinese Journal of Geotechnical Engineering,2013,35(3):422-435.
[4]
黄茂松,柳艳华.天然软黏土屈服特性及主应力轴旋转效应的本构模拟[J].岩土工程学报,2011,33(11):1667-1675. HUANG Mao-song,LIU Yan-hua.Simulation of Yield Characteristics and Principal Stress Rotation Effects of Natural Soft Clay[J].Chinese Journal of Geotechnical Engineering,2011,33(11):1667-1675.
[5]
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.
[6]
MATSUOKA H,JUNICHI H,KIYOSHI H.Deformation and Failure of Anisotropic Sand Deposits[J].Soil Mechanics and Foundation Engineering,1984,32(11):31-36.
[7]
梅国雄,卢廷浩,陈 浩,等.考虑初始应力的坑侧土体真三轴试验研究[J].岩土力学,2010,31(7):2079-2082. MEI Guo-xiong,LU Ting-hao,CHEN Hao,et al.True Triaxial Experiment of Foundation Pit Considering Initial Stress[J].Rock and Soil Mechanics,2010,31(7):2079-2082.
[8]
MOTOHISA H.Drained Deformation-strength Characteristics of Loose Shirasu (Volcanic Sandy Soil) Under Three Dimensional Stresses[J].Soils and Foundations,1985,25(1):65-76.
[9]
孙 红,袁聚云,赵锡宏.软土的真三轴试验研究[J].水利学报,2002,33(12):74-78. SUN Hong,YUAN Ju-yun,ZHAO Xi-hong.Study on Soft Soil by the True Triaxial Tests[J].Journal of Hydraulic Engineering,2002,33(12):74-78.
[10]
CALLISTO L,CALABRESI G.Mechanical Behavior of a Natural Soft Clay[J].Geotechnique,1998,48(4):495-513.
[11]
KIRKGARD M M,LADE P V.Anisotropic Three-dimensional Behavior of a Normally Consolidated Clay[J].Canadian Geotechnical Journal,1993,30(5):848-858.
[12]
刘元雪.岩土本构理论的几个基本问题研究[J].岩土工程学报,2001,23(1):45-48. LIU Yuan-xue.Study of Several Basic Problems in Constitutive Theory of Geomaterials[J].Chinese Journal of Geotechnical Engineering,2001,23(1):45-48.