引文
[1]Casagrande A,Carillo N.各向异性材料的剪切破坏[J].波士顿土木工程师学会论文集,1944,31:74-87(英文版).
[2]Oda M,砂土初始各向异性及其和力学特性的关系[J].土与基础,1972,12(1):17-36(英文版).
[3]Arthur J R F,Menzies B.砂土的固有各向异性[J].英国岩土工程,1972,22:115-128(英文版).
[4]杨仲轩.砂土各向异性对力学行为的影响[D].香港:香港科技大学,2005(英文版).
[5]Ishihara K.地震中的液化和流动破坏[J].英国岩土工程,1993,43:351-415(英文版).
[6]Vaid Y P,Sivathayalan S.单剪和三轴试验条件下Fra-ser Delata砂的静态和循环液化势研究[J].加拿大岩土工程学报,1996,33:281-289(英文版).
[7]Riemer M F,Seed R B.临界状态线位置的影响因素[J].美国岩土与环境工程学报,1997,123:281-288(英文版).
[8]Yoshimine M,Ishihara K.砂土液化时的流动特性[J].土与基础,1998,38(3):189-198(英文版).
[9]明海燕,李相崧,Dafalias Y F.岩土各向异性对挡土墙抗震性能影响数值分析[J].深圳大学学报理工版,2007,24(3):221-227.
[10]明海燕,李相崧,Dafalias Y F.砂土内在各向异性的本构模拟[J].深圳大学学报理工版,2007,24(4):331-338.
[11]Curray J R.二维颗粒朝向数据的分析[J].地质学报,1956,64:117-131(英文版).
[12]Oda M.颗粒材料力学简介[M].鹿特丹:A ABalkema,1999(英文版).
[13]Oda M,Nakayama H.考虑土各向异性的屈服函数[J].工程力学学报,ASCE,1989,115:89-104(英文版).
[14]蔡正银.与状态有关的剪胀理论及其在剪切带形成中的应用[D].香港:香港科技大学,2001(英文版).
[15]Verdugo R,Ishihara K.砂土的临界状态[J].土与基础,1996,36(2):81-91 2001(英文版).
[1]Casagrande A,Carillo N.Shear failure of anisotropic mate-rials[J].Proc Boston Soc of Civ Engrs,1944,31:74-87.
[2]Oda M.Initial fabrics and their relations to mechanicalproperties of granular materials[J].Soils and Founda-tions,1972,12(1):17-36.
[3]Arthur J R F,Menzies B.Inherent anisotropy in a sand[J].G啨otechnique,1972,22:115-128.
[4]Yang Z X.Investigation of fabric anisotropic effects ongranular soil behavior[D].Hong Kong:The Hong KongUniversity of Science and Technology,2005.
[5]Ishihara K.Liquefaction and flow failure during earth-quakes[J].G啨otechnique,1993,43:351-415.
[6]Vaid Y P,Sivathayalan S.Static and cyclic liquefactionpotential of fraser delata sand in simple shear and triaxialtests[J].Can Geotech J,1996,33:281-289.
[7]Riemer M F,Seed R B.Factors affecting the apparent po-sition of steady state line[J].J Geotech Geoenviron En-gng,1997,123:281-288.
[8]Yoshimine M,Ishihara K.Flow potential of sand duringliquefaction[J].Soils and Foundations,1998,38(3):189-198.
[9]Ming HY,Li X S,Dafalias Y F.Numerical study of im-pact of soil anisotropy on seismic performance of retainingstructure[J].Journal of Shenzhen University Science andEngineering,2007,24(3):221-227(in Chinese).
[10]Ming HY,Li X S,Dafalias Y F.Constitutive modelingof fabric anisotropy of sand[J].Journal of Shenzhen U-niversity Science and Engineering,2007,24(4):331-338(in Chinese).
[11]Curray J R.The analysis of two-dimensional orientationdata[J].J of Geology,1956,64:117-131.
[12]Oda M.Introduction to Mechanics of Granular Materials[M].Rotterdam:A A Balkema,1999.
[13]Oda M,Nakayama H.A yield function for soils with ani-sotropic fabric[J].Journal of Mechanics of Materials,ASCE,1989,115:89-104.
[14]Cai ZY.Acomprehensive studyofstate-dependentdilatancyand its application in shear band formation analysis[D].Hong Kong:The Hong Kong University of Science andTechnology,2001.
[15]Verdugo R,Ishihara K.The steady state of sandy soils[J].Soils and Foundations,1996,36(2):81-91.