A PLASTICITY MODEL FOR THE MECHANICAL-BEHAVIOR OF ANISOTROPICALLY CONSOLIDATED CLAY

被引:73
作者
BANERJEE, PK
YOUSIF, NB
机构
关键词
D O I
10.1002/nag.1610100505
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
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页码:521 / 541
页数:21
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共 54 条
[1]  
ANANDRAJAH A, 1984, 5TH P ENG MECH DIV S, V2, P937
[2]  
ANDERSEN KH, 1975, 740379 NORW GEOT I R
[3]  
[Anonymous], 1972, J SMF DIV PROC ASCE
[4]  
APLAN I, 1967, SOILS F, V7, P31
[5]   INDUCED ANISOTROPY DURING PLASTIC STRAINING [J].
BAKER, R ;
DESAI, CS .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1984, 8 (02) :167-185
[6]  
BALASUBRAMANIAM AS, 1969, THESIS U CAMBRIDGE
[7]   ASSOCIATED AND NON-ASSOCIATED CONSTITUTIVE RELATIONS FOR UNDRAINED BEHAVIOR OF ISOTROPIC SOFT CLAYS [J].
BANERJEE, PK ;
STIPHO, AS .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1978, 2 (01) :35-56
[8]   ELASTOPLASTIC MODEL FOR UNDRAINED BEHAVIOR OF HEAVILY OVERCONSOLIDATED CLAYS [J].
BANERJEE, PK ;
STIPHO, AS .
INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1979, 3 (01) :97-103
[9]  
BANERJEE PK, 1981, IMPLEMENTATION COMPU, P535
[10]  
Banerjee PK., 1985, DEV SOIL MECHANICS F, V2, P1, DOI 10.1016/0148-9062(86)90181-6