A comparison of critical state models for sand under conditions of axial symmetry

Geotechnique

Volumn 60, Issue 2, 2010, Pages 133-140

  Russell, A R ^a   Muir Wood, D ^b  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

^b UNIVERSITY OF BRISTOL   (United Kingdom)

Author keywords

Constitutive relations; Elasticity; Numerical modeling and analysis; Plasticity; Sands; Stiffness

Indexed keywords

AXIAL SYMMETRY; CONSTITUTIVE RELATIONS; CRITICAL STATE; CRITICAL STATE LINES; CRITICAL STATE MODELS; FRICTION ANGLES; HARDENING MODULUS; HIGH STRESS; NON-ASSOCIATED FLOWS; NUMERICAL MODELING AND ANALYSIS; POTENTIALLY UNSTABLE; SECOND ORDERS; STRAIN PATHS; STRESS AND STRAIN; STRESS RESPONSE; STRESS-STRAIN RESPONSE; TRIAXIAL COMPRESSION TESTS; UNDRAINED;

COMPRESSION TESTING; CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); ELASTICITY; GEOLOGIC MODELS; PLASTICITY; SAND; SOIL MECHANICS; STIFFNESS;

COMPUTER SIMULATION;

CONSTITUTIVE EQUATION; CRITICAL STATE; ELASTICITY; NUMERICAL MODEL; PLASTICITY; SAND; STIFFNESS; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST;

EID: 77956253049     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.8.P.052.3714     Document Type: Article

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