Plasticity model for sand under small and large cyclic strains: A multiaxial formulation

Soil Dynamics and Earthquake Engineering

Volumn 22, Issue 3, 2002, Pages 191-204

  Papadimitriou, Achilleas G ^a   Bouckovalas, George D ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Bounding surface; Constitutive equations; Critical state; Cyclic loading; Fabric; Hysteresis; Liquefaction; Sand; State parameter

Indexed keywords

ELASTIC MODULI; FAILURE (MECHANICAL); HARDENING; HYSTERESIS; KINEMATICS; MATHEMATICAL MODELS; PHASE TRANSITIONS; PLASTICITY; SHEAR STRESS; STRAIN RATE;

CYCLIC SHEARING;

SAND;

CYCLIC LOADING; LIQUEFACTION; PLASTICITY; SAND; SHEAR; SOIL DYNAMICS;

EID: 0037140668     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0267-7261(02)00009-X     Document Type: Article

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