Behavior of cemented sands—II. Modelling
暂无分享,去创建一个
[1] E. P. Popov,et al. Accuracy and stability of integration algorithms for elastoplastic constitutive relations , 1985 .
[2] Tribikram Kundu,et al. Mechanical and Ultrasonic Anisotropic Response of Soil , 1995 .
[3] Nicholas Sitar,et al. Behavior of weakly cemented soil slopes under static and seismic loading conditions , 1980 .
[4] D. D. Overton,et al. Cementation Effects in Frictional Materials , 1989 .
[5] Braja M. Das,et al. Introduction to Geotechnical Engineering , 1985 .
[6] Hiroyoshi Hirai,et al. AN ELASTIC-PLASTIC CONSTITUTIVE MODEL FOR THE BEHAVIOR OF IMPROVED SANDY SOILS , 1989 .
[7] Chandrakant S. Desai,et al. A hierarchical approach for constitutive modelling of geologic materials , 1986 .
[8] Janos Toth,et al. Disturbed state constitutive modeling based on stress-strain and nondestructive behavior , 1996 .
[9] Panos D. Kiousis,et al. Behavior of cemented sands—I. Testing , 1997 .
[10] V. Gocevski,et al. ELASTO-PLASTIC MODEL FOR CEMENTED AND PURE SAND DEPOSITS , 1989 .
[11] Panos D. Kiousis,et al. Associative Plasticity for Dilatant Soils , 1992 .
[12] Thomas D. O'Rourke,et al. GEOTECHNICAL PROPERTIES OF CEMENTED VOLCANIC SOIL , 1988 .
[13] N. Janbu. Soil Compressibility as Determined by Oedometer and Triaxial Tests , 1963 .