Energy dissipation and post-bifurcation behaviour of granular soils

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 31, Issue 3, 2007, Pages 435-455

  Gutierrez, Marte S ^a   Vardoulakis, I ^b  

^a State University   (United States)

^b NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Bifurcation; Constitutive models; Dilatancy; Granular soils; Localization; Non coaxiality; Shear strength

Indexed keywords

CONSTITUTIVE MODELS; HEAT LOSSES; PLASTIC FLOW; SHEAR BANDS; SHEAR DEFORMATION; SHEAR STRENGTH;

NON-COAXIAL PLASTIC FLOW; POST-BIFURCATION SHEARING; PRINCIPAL STRESS ROTATION; STRESS-DILATANCY;

SOIL MECHANICS;

CONSTITUTIVE MODELS; HEAT LOSSES; PLASTIC FLOW; SHEAR BANDS; SHEAR DEFORMATION; SHEAR STRENGTH; SOIL MECHANICS;

BIFURCATION; CONSTITUTIVE EQUATION; DILATANCY; ENERGY DISSIPATION; GRANULAR MEDIUM; NUMERICAL MODEL; PLASTIC FLOW; SHEAR STRENGTH; SOIL MECHANICS;

EID: 33847742498     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.588     Document Type: Article

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