参考文献
2020-01-16 · 技术研发知识服务融合发展。
[1]王成华,李广信.土体应力-应变关系转型问题分析[J].岩土力学,2004,Vol.25,No.8,1185~1190.
[2]Gye Chun Cho.Unsaturated soil stiffness and post-liquefaction shear strength,PhD.Thesis.Georgia Institute of Technology.USA,91.2001.
[3]Gehle C,Kutter H K.Breakage and shear behavior of intermittent rock joints[J].Int.J.Rock Mech.Min.Sci.Vol.40,687~700.2003.
[4]Lajtai E Z.The influence of interlocking rock discontinuities on compressive strength(model experiments)[J].Felsmech Ingenieurgeol,Vol.5,217~228.1967.
[5]Mesri G.Discussion[J].J.Geotech.Engng.Div,ASCE.101(GT4):409~412.1975.
[6]Leroueil S,Vaughan P R.The general and congruent effects of structure in natural soil and weak rock[J].Geotechnique,Vol.40,No.3,467~488.1990.
[7]沈珠江.结构性黏土的弹塑性损伤模型[J].岩土工程学报,1993,Vol.15,No.3,1~6.
[8]Jiang Mingjing,Shen Zhujiangm.A structural suction model for structured clays[A].In:2nd International Conference on Soft Soil Engineering[D].Nanjing,China.231~247.1996.
[9]何开胜,沈珠江.结构性黏土的弹黏塑损伤模型[J].水利水运工程学报,2002,Vol.4,7~13.
[10]Siqing Qin,Jiu Jimmy Jiao,Sijing Wang.A Nonlinear Catastrophe Model of Instability of Planar-slip Slope and Chaotic Dynamical Mechanisms of Its Evolutionary Process[J].International Journal of Solids and Structures,Vol.38,8093~8109.2001.
[11]Thom,R.Stabilité structurelle et morphogénèse[M].New York:Benjamin.1972.
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