Elastic anisotropic viscoplastic modeling of the strain-rate-dependent stress-strain behavior of K0-consolidated natural marine clays in triaxial shear tests

International Journal of Geomechanics

Volumn 5, Issue 3, 2005, Pages 218-232

  Zhou, Cheng ^a,b   Yin, Jian Hua ^b   Zhu, Jun Gao ^c   Cheng, Chun Man ^b  

^a NANJING HYDRAULIC RESEARCH INSTITUTE   (China)

^b HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^c HOHAI UNIVERSITY   (China)

Author keywords

Anisotropy; Constitutive models; Elastoplasticity; Marine plays; Shear tests; Stress strain relations; Time dependence; Triaxial shear

Indexed keywords

ANISOTROPY; COMPRESSION TESTING; COMPUTER SIMULATION; CONSOLIDATION; ELASTOPLASTICITY; MATHEMATICAL MODELS; SOIL TESTING; STRAIN RATE; STRESSES; VISCOPLASTICITY;

CONSTITUTIVE MODELS; MARINE CLAYS; SHEAR TESTS; STRESS STRAIN RELATIONS; TRIAXIAL SHEAR;

CLAY;

CLAY; SHEAR STRESS; TRIAXIAL TEST;

EID: 24944536602     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2005)5:3(218)     Document Type: Article

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