A simple constitituve model for granular soils: modified stress-dilatancy approach

Computers and Geotechnics

Volumn 22, Issue 2, 1998, Pages 109-133

  Wan, R G ^a   Guo, P J ^a  

^a UNIVERSITY OF CALGARY   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

DILATION; PLASTICITY; SAND; STRESS; VOID RATIO;

COMPUTER SIMULATION; CONSTRAINT THEORY; ENERGY DISSIPATION; FINITE ELEMENT METHOD; GRANULAR MATERIALS; KINEMATICS; MATHEMATICAL MODELS; PLASTICITY; STRESS ANALYSIS;

ROWE STRESS DILATANCY EQUATION;

SOIL MECHANICS;

EID: 0031597035     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0266-352X(98)00004-4     Document Type: Article

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