Modified Structured Cam Clay: A generalised critical state model for destructured, naturally structured and artificially structured clays

Computers and Geotechnics

Volumn 37, Issue 7-8, 2010, Pages 956-968

  Suebsuk, Jirayut ^a   Horpibulsuk, Suksun ^a   Liu, Martin D ^b  

^a SURANAREE UNIVERSITY OF TECHNOLOGY   (Thailand)

^b UNIVERSITY OF WOLLONGONG   (Australia)

Author keywords

Constitutive equation; Destructuring; Plasticity; Soil structure; Structured Cam Clay model; Structured clay

Indexed keywords

CONVENTIONAL TRIAXIAL TEST; CRITICAL STATE; CRITICAL STATE MODELS; DESTRUCTURING; EFFECTIVE STRESS; GEOTECHNICAL; MECHANICAL BEHAVIOUR; MODEL PARAMETERS; MODIFIED CAM CLAY; PEAK STRENGTH; PHYSICAL MEANINGS; PLASTIC POTENTIALS; PLASTIC STRAIN; SOIL STRUCTURE; STRAIN SOFTENING; STRESS STATE; STRUCTURE STRENGTH; STRUCTURED CAM CLAY MODELS; STRUCTURED CLAY; TEST RESULTS; YIELD FUNCTION; YIELD SURFACE;

CAMS; CONSTITUTIVE EQUATIONS; CONSTITUTIVE MODELS; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); PLASTICITY; SOIL TESTING; SOILS; STRESSES; YIELD STRESS;

GEOLOGIC MODELS;

CAM-CLAY MODEL; CEMENTATION; CONSTITUTIVE EQUATION; MECHANICAL PROPERTY; PLASTICITY; SHEAR STRENGTH; SOFTENING; SOIL STRUCTURE; STIFFNESS; STRESS ANALYSIS; STRUCTURAL ANALYSIS; TRIAXIAL TEST;

EID: 78349303788     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2010.08.002     Document Type: Article

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