Stress Anisotropy Effects on Clay Strength
暂无分享,去创建一个
[1] F. Townsend,et al. Effects of Anisotropic Versus Isotropic Consolidation in Consolidated-Undrained Triaxial Compression Tests of Cohesive Soils. , 1978 .
[2] T Berre,et al. TRIAXIAL TESTING AT THE NORWEGIAN GEOTECHNICAL INSTITUTE , 1982 .
[3] R. H. G. Parry,et al. Observations on laboratory prepared, lightly overconsolidated specimens of kaolin , 1974 .
[4] Toshiyuki Mitachi,et al. CHANGE IN UNDRAINED SHEAR STRENGTH CHARACTERISTICS OF SATURATED REMOLDED CLAY DUE TO SWELLING , 1976 .
[5] Takeshi Kamei,et al. Undrained Shear Strength Anisotropy of Normally Consolidated Cohesive Soils , 1983 .
[6] H G Poulos,et al. EVALUATION OF PORE PRESSURES BENEATH AN EMBANKMENT , 1971 .
[7] Srinath F. Amerasinghe,et al. Anisotropy in Heavily Overconsolidated Kaolin , 1975 .
[8] C. Ladd,et al. GEOTECHNICAL PROPERTIES OF HACKENSACK VALLEY VARVED CLAYS OF NEW JERSEY , 1978 .
[9] Willy Lacerda,et al. Embankment Failure on Clay near Rio de Janeiro , 1983 .
[10] Toshiyuki Mitachi,et al. THE INFLUENCE OF STRESS HISTORY AND STRESS SYSTEM ON THE STRESS-STRAIN-STRENGTH PROPERTIES OF SATURATED CLAY , 1979 .
[11] UNDRAINED TRIAXIAL AND PLANE STRAIN BEHAVIOUR OF SATURATED REMOLDED CLAY , 1980 .
[12] N. Simons. The Effect of Overconsolidation on the Shear Strength Characteristics of an Undisturbed Oslo Clay , 1960 .
[13] Kazutoshi Hirao,et al. CYCLIC STRENGTH AND DEFORMATION OF NORMALLY CONSOLIDATED CLAY , 1982 .
[14] Hideo Hanzawa. Field and Laboratory Behaviour of Khor Al-Zubair Clay, Iraq , 1977 .