Analysis and prediction of shear banding under 3D conditions in granular materials

Soils and Foundations

Volumn 43, Issue 4, 2003, Pages 161-172

  Lade, Poul V ^a  

^a Catholic University of America ^*  (United States)

Author keywords

Bifurcation; Constitutive model; Failure criterion; Granular materials; Hardening plasticity; Sand; Shear banding; Strain localization; Three dimensional strength; True triaxial tests (IGC: D6)

Indexed keywords

BIFURCATION (MATHEMATICS); ELASTIC MODULI; MATHEMATICAL MODELS; SAND; STRENGTH OF MATERIALS;

CONSTITUTIVE MODEL; FAILURE CRITERION; HARDENING PLASTICITY; SHEAR BANDING; STRAIN LOCALIZATION; THREE-DIMENSIONAL STRENGTH; TRUE TRIAXIAL TESTS (IGC: D6);

GRANULAR MATERIALS;

EID: 2342658608     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.43.4_161     Document Type: Review

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