AN EVALUATION METHOD OF UNDRAINED SHEAR STRENGTH OF CLAY DURING CONSOLIDATION
暂无分享,去创建一个
[1] Kazuya Yasuhara,et al. Cyclic Strength of Underconsolidated Clay , 1991 .
[2] T. Mitachi,et al. UNDRAINED SHEAR BEHAVIOR OF CLAYS UNDERGOING LONG-TERM ANISOTROPIC CONSOLIDATION , 1987 .
[3] Serge Leroueil,et al. Stress–strain–strain rate relation for the compressibility of sensitive natural clays , 1985 .
[4] Hideo Hanzawa. UNDRAINED STRENGTH CHARACTERISTICS OF NORMALLY CONSOLIDATED AGED CLAY , 1983 .
[5] Norihiko Miura,et al. Soil Improvement with Quicklime and Filter Fabric , 1982 .
[6] Hideo Hanzawa,et al. FUNDAMENTAL CONSIDERATIONS ON UNDRAINED STRENGTH CHARACTERISTICS OF ALLUVIAL MARINE CLAYS , 1981 .
[7] Yukitoshi Murakami,et al. EXCESS PORE-WATER PRESSURE AND PRECONSOLIDATION EFFECT DEVELOPED IN NORMALLY CONSOLIDATED CLAYS OF SOME AGE , 1979 .
[8] I. Towhata,et al. UNDRAINED STRENGTH OF UNDERCONSOLIDATED CLAYS AND ITS APPLICATION TO STABILITY ANALYSIS OF SUBMARINE SLOPES UNDER RAPID SEDIMENTATION , 1990 .
[9] A. Schofield,et al. Critical State Soil Mechanics , 1968 .
[10] A. Schofield,et al. Yielding of Clays in States Wetter than Critical , 1963 .
[11] K. Yasuhara,et al. INCREASE IN UNDRAINED SHEAR STRENGTH DUE TO SECONDARY COMPRESSION , 1983 .