Elastoplastic model for clay with microstructural consideration

Journal of Engineering Mechanics

Volumn 135, Issue 9, 2009, Pages 917-931

  Chang, C S ^a   Hicher, P Y ^b   Yin, Z Y ^c   Kong, L R ^b  

^a University of Massachusetts   (United States)

^b ECOLE CENTRALE DE NANTES   (France)

^c UNIVERSITY OF MASSACHUSETTS   (United States)

Author keywords

Anisotropy; Clays; Elastoplasticity; Microstructures; Stress strain relations

Indexed keywords

CLAY MATERIALS; ELASTO-PLASTIC MODELS; ELASTO-PLASTIC STRESS; FLOW RULES; GRANULAR MECHANICS; INHERENT ANISOTROPY; KEY PARAMETERS; MEAN STRESS; MECHANICAL FORCE; MICRO-STRUCTURAL; MOHR-COULOMB; NATURAL CLAYS; PLASTIC SHEAR; STRESS STRAIN RELATIONS; STRESS-STRAIN RELATIONSHIPS; STRESS-STRAIN RESPONSE; TRIAXIAL LOADING; UNDRAINED; VOID RATIOS;

ANISOTROPY; DEFORMATION; ELASTICITY; ELASTOPLASTICITY; GEOLOGIC MODELS; MICROSTRUCTURE; PLASTICITY; STEEL STRUCTURES; STRESS-STRAIN CURVES; STRESSES;

CLAY MINERALS;

ANISOTROPY; CLAY; ELASTOPLASTICITY; GRANULAR MEDIUM; LOADING; MICROSTRUCTURE; MODELING; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP;

EID: 69249156122     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)EM.1943-7889.0000013     Document Type: Article

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