DERIVED FAILURE CRITERIA FOR GRANULAR MEDIA

被引：2

作者：

DAVIS, RO ^{[1
]}

MULLENGER, G ^{[1
]}

机构：

[1] UNIV MINNESOTA,DEPT CIVIL & MINERAL ENGN,MINNEAPOLIS,MN 55414

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 1979年 / 3卷 / 03期

关键词：

D O I：

10.1002/nag.1610030306

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The failure criterion for a special rate‐type material is derived using a method similar to that of Tokuoka.7 For particular choices of constitutive parameters it is shown that this failure criterion contains, as special cases, failure criteria suggested in four recent works dealing with elastic‐plastic response of granular media. Copyright © 1979 John Wiley & Sons, Ltd

引用

页码：279 / 283

页数：5

共 11 条

[1]

Burland J.B., 1968, GEN STRESS STRAIN BE, P535, DOI DOI 10.1016/0022-4898(70)90160-6

[2]

DAVIS RO, INT J NUMER ANAL MET

[3] SOIL MECHANICS AND PLASTIC ANALYSIS OR LIMIT DESIGN [J].

DRUCKER, DC ;

PRAGER, W .

QUARTERLY OF APPLIED MATHEMATICS, 1952, 10 (02) :157-165

[4]

Lade P.V., 1975, J GEOTECH ENG DIV, V101, P1037, DOI DOI 10.1061/AJGEB6.0000204

[5]

MATSUOKA H, 1974, P JSCE, P59

[6]

OGAWA S, 1974, 29TH P ANN M JAP S 3, P49

[7]

ROMANO M, 1974, ARCH MECH, V26, P1011

[8]

Sokolovski V.V., 1965, STATICS GRANULAR MED

[9]

STUTZ P, 1973, F PLASTICITY, V1, P37

[10]

TOKUOKA T, 1971, ARCH RATION MECH AN, V42, P239

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