The concept of a 'Reynolds-Taylor state' and the mechanics of sands

Geotechnique

Volumn 57, Issue 5, 2007, Pages 437-447

  Collins, I F ^a   Muhunthan, B ^b   Tai, A T T ^a   Pender, M J ^a  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b Washington State University   (United States)

Author keywords

Anisotropy; Constitutive relations; Dilation; Plasticity; Sands; Thermomechanics

Indexed keywords

ANISOTROPY; SHEAR DEFORMATION; SHEAR STRESS; SOIL MECHANICS;

CONSTITUTIVE RELATIONS; FLOW RULES; REYNOLDS EFFECT; THERMOMECHANICS;

SAND;

ANISOTROPY; DEFORMATION; DILATANCY; DRAINED TEST; ELASTICITY; ELASTOPLASTICITY; GEOMECHANICS; GRANULAR MEDIUM; HARDENING; KINEMATICS; NUMERICAL MODEL; SAND; SHEAR STRESS; THERMOMECHANICS; TRIAXIAL TEST; VOID RATIO; VOLUME CHANGE;

EID: 34547142223     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2007.57.5.437     Document Type: Review

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