Plastic work and isotropic softening in unloading

被引：50
作者：
Jefferies, M
机构：
[1] Golder Associates (UK) Ltd., Edwalton
来源：
GEOTECHNIQUE | 1997年 / 47卷 / 05期
关键词：
constitutive relations; numerical modelling and analysis; plasticity; sands;
D O I：
10.1680/geot.1997.47.5.1037
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
[No abstract available]
引用
收藏
页码：1037 / 1042
页数：6
相关论文
共 8 条
[1]   A STATE PARAMETER FOR SANDS [J].
BEEN, K ;
JEFFERIES, MG .
GEOTECHNIQUE, 1985, 35 (02) :99-112
[2]   THE CRITICAL STATE OF SANDS [J].
BEEN, K ;
JEFFERIES, MG ;
HACHEY, J .
GEOTECHNIQUE, 1991, 41 (03) :365-381
[3]  
Drucker D.C., 1959, Journal of Applied Mechanics, P101, DOI [10.1115/1.4011929, DOI 10.1115/1.4011929]
[4]   NOR-SAND - A SIMPLE CRITICAL STATE MODEL FOR SAND [J].
JEFFERIES, MG .
GEOTECHNIQUE, 1993, 43 (01) :91-103
[5]  
Nova R., 1982, Soil mechanics - transient and cyclic loading, P343
[6]   STRESS-STRAIN RELATIONS FOR CLAYS - AN ENERGY THEORY [J].
PALMER, AC .
GEOTECHNIQUE, 1967, 17 (04) :348-&
[7]   STRESS-DILATANCY RELATION FOR STATIC EQUILIBRIUM OF AN ASSEMBLY OF PARTICLES IN CONTACT [J].
ROWE, PW .
PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1962, 269 (1339) :500-&
[8]  
Schofield AN, 1968, CRITICAL STATE SOIL, V310
1