Evaluation of continuous hyperplastic critical state (CHCS) model

Geotechnique

Volumn 53, Issue 10, 2003, Pages 901-913

  Einav, I ^a   Puzrin, A M ^b  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

^b GEORGIA INSTITUTE OF TECHNOLOGY   (United States)

Author keywords

Clays; Constitutive relations; Footings foundations; Numerical modelling and analysis; Plasticity; Tunnels

Indexed keywords

BOUNDARY VALUE PROBLEMS; COMPUTER SIMULATION; MATHEMATICAL MODELS; THERMODYNAMICS;

CONTINUOUS HYPERPLASTIC CRITICAL STATE (CHCS);

GEOTECHNICAL ENGINEERING;

CRITICAL STATE; FINITE DIFFERENCE METHOD; PLASTICITY; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP;

EID: 0347300615     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2003.53.10.901     Document Type: Article

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