A strain rate dependent constitutive model for clays at residual strength

Canadian Geotechnical Journal

Volumn 35, Issue 2, 1998, Pages 364-373

  Wedage, A M P ^a   Morgenstern, N R ^b   Chan, D H ^b  

^a UNIVERSITY OF PERADENIYA   (Sri Lanka)

^b UNIVERSITY OF ALBERTA   (Canada)

Author keywords

Constitutive relationship; Finite element; Plasticity theory; Pre sheared clay; Rate effects; Residual strength

Indexed keywords

CLAY; FAILURE ANALYSIS; FINITE ELEMENT METHOD; PLASTIC DEFORMATION; PLASTICITY; RESIDUAL STRESSES; STRAIN RATE; STRENGTH OF MATERIALS; STRESS ANALYSIS;

CONSTITUTIVE RELATIONSHIP; PRE-SHEARED CLAY; RESIDUAL STRENGTH;

SOIL MECHANICS;

CLAY; PLASTICITY; RESIDUAL STRENGTH; STRAIN;

EID: 0032056239     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t97-085     Document Type: Article

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