FINITE-ELEMENT ANALYSES OF ISOTROPIC AND ANISOTROPIC COHESIVE SOILS WITH A VIEW TO CORRECTLY PREDICTING IMPENDING COLLAPSE

被引：14

作者：

TOH, CT

SLOAN, SW

机构：

[1] MONASH UNIV,MELBOURNE 3004,VICTORIA,AUSTRALIA

[2] UNIV CAMBRIDGE,CAMBRIDGE,ENGLAND

来源：

关键词：

D O I：

10.1002/nag.1610040102

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

引用

页码：1 / 23

页数：23

共 19 条

[1]

Carter J.P., 1977, INT J NUMER ANAL MET, V1, P25

[2]

Chen W. F., 2007, LIMIT ANAL SOIL PLAS

[3]

COTTER BA, 1955, Q APPL MATH, V13, P177

[4]

DAVIDSON HL, 1971, 355 LEH U FRITZ ENGN, P18

[5]

DESAI CS, 1979, 2ND INT C COMP METH

[6]

FERNANDEZ RM, 1971, R7137 MIT RES REP

[7] HYPO-ELASTICITY AND PLASTICITY [J].

GREEN, AE .

PROCEEDINGS OF THE ROYAL SOCIETY OF LONDON SERIES A-MATHEMATICAL AND PHYSICAL SCIENCES, 1956, 234 (1196) :46-59

[8]

HERMANN LR, 1965, AIAA J, V3, P1896

[9]

HILL R, 1950, MATH THEORY PLASTICI

[10]

HODGE PG, J APPL MECH, V17, P180