One-dimensional viscous behavior of clay and Its constitutive modeling

International Journal of Geomechanics

Volumn 9, Issue 2, 2009, Pages 43-51

  Jian Zhong, Li ^a   Fang Le, Peng ^b   Lisheng, Xu ^a  

^a CENTRAL SOUTH UNIVERSITY   (China)

^b TONGJI UNIVERSITY   (China)

Author keywords

Clays; Constitutive models; Soil mechanics; Stress strain relations; Viscosity

Indexed keywords

CLAY; COMPRESSION TESTING; CONSTITUTIVE MODELS; SOIL MECHANICS; STRESS-STRAIN CURVES; UNLOADING; VISCOSITY;

DRIED POWDER; ONE-DIMENSIONAL COMPRESSIONS; SATURATED CLAY; STRESS STRAIN RELATION; THREE COMPONENT; TRI-AXIAL COMPRESSION TESTS; UNDISTURBED SAMPLE; VISCOUS BEHAVIORS;

STRAIN RATE;

CLAY; COMPRESSION; CONSOLIDATION; CONSTITUTIVE EQUATION; MODELING; RHEOLOGY; SOIL MECHANICS; STRAIN RATE; STRESS-STRAIN RELATIONSHIP;

EID: 63049127052     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2009)9:2(43)     Document Type: Article

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