Cavity expansion analyses of crushable granular materials with state-dependent dilatancy

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 36, Issue 6, 2012, Pages 723-742

  Jiang, M J ^a,b   Sun, Y G ^a,b  

^a TONGJI UNIVERSITY   (China)

^b Tongji University   (China)

Author keywords

Bounding surface plasticity model; Cavity expansion; Particle crushing; State dependent dilatancy

Indexed keywords

BOUNDING SURFACE PLASTICITY MODEL; CAVITY EXPANSION THEORY; CAVITY EXPANSIONS; COMPRESSIVE DEFORMATIONS; CONE PENETRATION TESTS; CRITICAL STATE; CRITICAL STATE MODELS; DEFORMATION BEHAVIOR; DIFFERENT MODES; DIFFERENTIAL EQUATION SOLVERS; GOVERNING EQUATIONS; HIGH STRESS; PARTICLE CRUSHING; PARTICLE REARRANGEMENT; PRESSUREMETER TESTS; SEMI-ANALYTICAL SOLUTION; STATE-DEPENDENT; STRESS FIELD; TOYOURA SAND;

CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY); CRUSHING; DEFORMATION; DIFFERENTIAL EQUATIONS; GRANULAR MATERIALS; STRENGTH OF MATERIALS;

EXPANSION;

CONE PENETRATION TEST; CRUSHING; DILATANCY; GRANULAR MEDIUM; PLASTICITY; STRESS FIELD;

EID: 84859848904     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.1027     Document Type: Article

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