CLOE, A NEW RATE-TYPE CONSTITUTIVE MODEL FOR GEOMATERIALS THEORETICAL BASIS AND IMPLEMENTATION

被引：84

作者：

CHAMBON, R ^{[1
]}

DESRUES, J ^{[1
]}

HAMMAD, W ^{[1
]}

CHARLIER, R ^{[1
]}

机构：

[1] STATE UNIV LIEGE,MSM,B-4000 LIEGE,BELGIUM

来源：

INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS | 1994年 / 18卷 / 04期

关键词：

D O I：

10.1002/nag.1610180404

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The paper describes the basic ideas and the main features of a new class of constitutive laws, in the framework of incrementally non-linear constitutive equations. CLoE is a generic name for that new class of laws, with reference to consistency at the limit surface, and explicit localization analysis. A top-down analysis of the model is presented, and illustrated by examples.

引用

页码：253 / 278

页数：26

共 40 条

[1]

[Anonymous], 1950, MATH THEORY PLASTICI

[2] INHERENT ANISOTROPY IN A SAND [J].

ARTHUR, JRF ;

MENZIES, BK .

GEOTECHNIQUE, 1972, 22 (01) :115-&

[3] INDUCED ANISOTROPY IN A SAND [J].

ARTHUR, JRF ;

CHUA, KS ;

DUNSTAN, T .

GEOTECHNIQUE, 1977, 27 (01) :13-30

[4]

ARTHUR JRF, 1988, ASTM STP, V977, P743

[5] ENDOCHRONIC INELASTICITY AND INCREMENTAL PLASTICITY [J].

BAZANT, ZP .

INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 1978, 14 (09) :691-714

[6] INFLUENCE OF END RESTRAINT ON COMPRESSION STRENGTH OF A COHESIONLESS SOIL [J].

BISHOP, AW ;

GREEN, GE .

GEOTECHNIQUE, 1965, 15 (03) :243-&

[7]

CHAMBON R, 1984, J MEC THEOR APPL, V3, P521

[8]

CHAMBON R, 1990, CLOE CONSISTANCE LOC

[9]

CHAMBON R, 1981, THESIS USMG INPG

[10]

CHAMBON R, 1985, PLASTIC INSTABILITY, P101

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