A cyclic elasto-plastic constitutive model for sand considering a plastic-strain dependence of the shear modulus

Geotechnique

Volumn 49, Issue 5, 1999, Pages 661-680

  Oka, F ^a   Yashima, A ^b   Tateishi, A ^c   Taguchi, Y ^d   Yamashita, S ^a  

^a KYOTO UNIVERSITY   (Japan)

^b GIFU UNIVERSITY   (Japan)

^c TAISEI CORPORATION   (Japan)

^d KITAMI INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Constitutive relations; Liquefaction; Plasticity; Repeated loading; Sands

Indexed keywords

CONSTITUTIVE EQUATION; CYCLIC LOADING; HARDENING; KINEMATICS; LIQUEFACTION; PLASTICITY; SAND;

ANISOTROPY; CONSOLIDATION; ELASTIC MODULI; ELASTOPLASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SHEAR STRESS; SOIL LIQUEFACTION; STRAIN; TORSION TESTING;

CYCLIC ELASTO PLASTIC CONSTITUTIVE MODEL; EFFECTIVE STRESS PATH; HOLLOW CYLINDER TORSIONAL SHEAR TESTS; LIQUEFACTION STRENGTH CURVE; NONLINEAR KINEMATIC HARDENING RULE;

SAND;

EID: 0032586516     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1999.49.5.661     Document Type: Article

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