Bounding Surface Hypoplasticity Model for Sand
暂无分享,去创建一个
[1] S. Miura,et al. DEFORMATION PREDICTION FOR ANISOTROPIC SAND DURING THE ROTATION OF PRINCIPAL STRESS AXES , 1986 .
[2] Ikuo Towhata,et al. SAND RESPONSE TO CYCLIC ROTATION OF PRINCIPAL STRESS DIRECTIONS AS INDUCED BY WAVE LOADS , 1983 .
[3] Koichi Hashiguchi. Constitutive Equations of Elastoplastic Materials With Elastic-Plastic Transition , 1980 .
[4] Yasuo Yamada,et al. Undrained Deformation Characteristics of Loose Sand Under Three-Dimensional Stress Conditions , 1981 .
[5] K. S. Chua,et al. Principal stress rotation: A missing parameter , 1980 .
[6] H. Matsuoka,et al. A CONSTITUTIVE EQUATION FOR SANDS AND ITS APPLICATION TO ANALYSES OF ROTATIONAL STRESS PATHS AND LIQUEFACTION RESISTANCE , 1985 .
[7] Kenji Ishihara,et al. ANISOTROPIC DEFORMATION CHARACTERISTICS OF SAND UNDER THREE DIMENSIONAL STRESS CONDITIONS , 1979 .
[8] Kenji Ishihara,et al. PORE WATER PRESSURES MEASURED IN SAND DEPOSITS DURING AN EARTHQUAKE , 1981 .
[9] Yannis F. Dafalias,et al. BOUNDING SURFACE PLASTICITY, I: MATHEMATICAL FOUNDATION AND HYPOPLASTICITY , 1986 .
[10] Egor P. Popov,et al. Cyclic loading for materials with a vanishing elastic region , 1977 .
[11] Inverted Shear Modulus from Wave‐induced Soil Motion , 1985 .
[12] Kenji Ishihara,et al. YIELDING OF LOOSE SAND IN THREE-DIMENSIONAL STRESS CONDITIONS , 1982 .
[13] Yannis F. Dafalias,et al. The Concept and Application of the Bounding Surface in Plasticity Theory , 1981 .
[14] Kenji Ishihara,et al. UNDRAINED DEFORMATION CHARACTERISTICS OF SAND IN MULTI-DIRECTIONAL SHEAR , 1983 .
[15] F. Tatsuoka,et al. Undrained Deformation and Liquefaction of Sand under Cyclic Stresses , 1975 .