ASSOCIATED AND NON-ASSOCIATED CONSTITUTIVE RELATIONS FOR UNDRAINED BEHAVIOR OF ISOTROPIC SOFT CLAYS

被引:40
作者
BANERJEE, PK [1 ]
STIPHO, AS [1 ]
机构
[1] UNIV WALES,UNIV COLL CARDIFF,DEPT CIVIL ENGN,CARDIFF CF1 1XL,S GLAMORGAN,WALES
关键词
D O I
10.1002/nag.1610020104
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
引用
收藏
页码:35 / 56
页数:22
相关论文
共 20 条
[1]  
BALASUBRAMANIAM AS, 1969, THESIS CAMBRIDGE U
[2]  
BISHOP AW, 1962, MEASUREMENTS SOIL PR
[3]  
Burland J.B., 1967, THESIS CAMBRIDGE U
[4]  
Burland J.B., 1968, GEN STRESS STRAIN BE, P535, DOI DOI 10.1016/0022-4898(70)90160-6
[5]  
Casagrande A., 1936, J BOSTON SOC CIVIL E
[6]  
CHEN WF, 1975, DEV GEOTECHNICAL ENG, V7, pCH12
[7]  
Drucker D C., 1957, T AM SOC CIV ENG, V122, P338, DOI [10.1061/TACEAT.0007430, DOI 10.1061/TACEAT.0007430]
[8]   SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J].
DRUCKER, DC ;
PRAGER, W .
QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) :157-165
[9]  
KHERA P, 1967, HIGHWAY RES RECORDS, V90, P8
[10]   STRESS-PROBE EXPERIMENTS ON SATURATED NORMALLY CONSOLIDATED CLAY [J].
LEWIN, PI ;
BURLAND, JB .
GEOTECHNIQUE, 1970, 20 (01) :38-&