1Nakase A, Kamei T. Influence of strain rate on undrained shear characteristics of Ko-consolidated cohesive soils [ J ]. Soils and Foundations, 1986,26( 1 ) : 85-95. 被引量:1
2Kimura T, Satoh K. Influence of strain rate on pore pressures in consolidated undrained triaxial tests on cohesive soils [ J ]. Soils and Foundations, 1983,23( 1 ) : 80-90. 被引量:1
5Lings M L, Pennington D S, Nash. Anisotropic stiffness parameters and their measurement in a stiff natural clay[J].Geotechnique, 2001, 50(2): 109- 125. 被引量:1
6Lings M L. Drained and undrained anisotropic elastic stiffness parameters[J]. Geotechnique, 2001, 51(6): 555-565. 被引量:1
7Dudumu Ksyo,Krnji Idhihsts Snf Ikuo Towhatak.Undrained shear characterstics of saturated sand under anisotropic consolidations[J]. Soils and Foundations,2001, 41(1): 1-11. 被引量:1
8Vinayagamoorthy Sivakumar. The effect of anisotropic elasticity on the yielding characteristics of overconsolidated natural clay[J]. Canadian Geotechnique, J. 2001, 38: 125- 137. 被引量:1
9Sushil K Chaudhary, Jiro Kuwano. Effects of initial fabric and shearing direction on cyclic deformation characteristics of sands[J]. Soils and Foundations, 2002,42(1): 147-157. 被引量:1
10Prevost Jean H. Simple plasticity theroy for frictional cohesionless soils[J]. Soil Dynamics and Earthquake Engineering, 1985, 4(1): 9- 17. 被引量:1
6ARTHUR J R F,MENZIES B K.Inherent anisotropy in a sand[J].Geotechnique,1972,22(1):115-128. 被引量:1
7ARTHUR J R F,CHUA K S,DUNSTAN T.Induced anisotropy in a sand[J].Geotechnique,1977,27(1):13-30. 被引量:1
8ODA.Stress-stain relationship of sands based on the mobilized plane[J].Soils and Foundations,1974,14(2):47-61. 被引量:1
9YAMADA Y,ISHIHARA K.Anisotropic deformation char acteristics of sand under three-dimensional stress conditions[J].Soils and Foundations,1979,19(2):79-94. 被引量:1