A kinematic hardening constitutive model for sands: The multiaxial formulation

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 23, Issue 9, 1999, Pages 925-965

  Gajo, A ^a,b   Muir Wood, D ^b  

^a UNIVERSITY OF TRENTO   (Italy)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Constitutive model; Invariants; Kinematic hardening; Multiaxial space; Sand; Simple shear; State parameter

Indexed keywords

ELASTICITY; GRANULAR MATERIALS; HARDENING; KINEMATICS; MATHEMATICAL MODELS; PLASTIC FLOW; STRAIN;

CAM-CLAY MODEL; CONSTITUTIVE MODELS; MOHR-COULOMB STRENGTH CRITERIA;

SAND;

CONSTITUTIVE EQUATION; HARDENING; KINEMATICS; SAND; STRESS-STRAIN RELATIONSHIP;

EID: 13044306004     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1096-9853(19990810)23:9<925::AID-NAG19>3.0.CO;2-M     Document Type: Article

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