An elastoplastic model for granular materials taking into account grain breakage
暂无分享,去创建一个
[1] Kenneth L. Lee,et al. Drained Strength Characteristics of Sands , 1967 .
[2] 福本 武明,et al. PARTICLE BREAKAGE CHARACTERISTICS OF GRANULAR SOILS , 1992 .
[3] G. Wayne Clough,et al. Behavior of Granular Materials Under High Stresses , 1968 .
[4] Jerry A. Yamamuro,et al. ONE-DIMENSIONAL COMPRESSION OF SANDS AT HIGH PRESSURES. CLOSURE , 1996 .
[5] Pierre-Yves Hicher,et al. Elementary Mechanics of Soil Behaviour: Saturated Remoulded Soils , 1994 .
[6] M. Bolton,et al. The fractal crushing of granular materials , 1996 .
[7] Ken Been,et al. The critical state of sands , 1991 .
[8] E. Bard. Comportement des matériaux granulaires secs et à liant hydrocarbone , 1993 .
[9] Etienne Guyon,et al. Du sac de billes au tas de sable , 1994 .
[10] Jerry A. Yamamuro,et al. DRAINED SAND BEHAVIOR IN AXISYMMETRIC TESTS AT HIGH PRESSURES , 1996 .
[11] Malcolm D. Bolton,et al. On the micromechanics of crushable aggregates , 1998 .
[12] J. Colliat-Dangus. Comportement des matériaux granulaires sous fortes contraintes : influence de la nature minéralogique du matériau étudié , 1986 .
[13] Nick Barton,et al. SHEAR STRENGTH OF ROCKFILL , 1981 .
[14] P. Simonini. Analysis of Behavior of Sand Surrounding Pile Tips , 1996 .
[15] D. J. Hagerty,et al. One‐Dimensional High‐Pressure Compression of Granular Media , 1994 .
[16] Ali Daouadji. Modélisation de l'influence de la rupture des grains sur le comportement des matériaux granulaires , 1999 .
[17] T. Ramamurthy,et al. Behavior of coarse-grained soils under high stresses , 1974 .
[18] A. Schofield,et al. Yielding of Clays in States Wetter than Critical , 1963 .
[19] Me-Sun Kim. Étude expérimentale du comportement mécanique des matériaux granulaires sous fortes contraintes , 1995 .
[20] Fook Hou Lee,et al. The role of particle breakage in pile creep in sand , 1996 .
[21] Robert M. Koerner,et al. EFFECT OF PARTICLE CHARACTERISTICS ON SOIL STRENGTH , 1970 .
[22] J. Biarez,et al. Influence de la granulométrie et de son évolution par ruptures de grains sur le comportement mécanique de matériaux granulaires , 1997 .
[23] M. Bolton. THE STRENGTH AND DILATANCY OF SANDS , 1986 .
[24] B. Hardin,et al. Crushing of Soil Particles , 1985 .
[25] E. Maranha das Neves,et al. Prediction of construction performance of Beliche Dam , 1986 .
[26] A. Schofield,et al. Critical State Soil Mechanics , 1968 .
[27] J. C. Jaeger. Failure of rocks under tensile conditions , 1967 .
[28] P. Y. Hicher,et al. Micro-macro correlations for granular media. Application to the modelling of sands , 1994 .
[29] Iraj Farhoomand,et al. Compressibility and crushing of granular soil in anisotropic triaxial compression , 1967 .
[30] Raúl J. Marsal,et al. Large Scale Testing of Rockfill Materials , 1967 .
[31] Jerry A. Yamamuro,et al. SIGNIFICANCE OF PARTICLE CRUSHING IN GRANULAR MATERIALS , 1996 .