A non-coaxial critical state soil model and its application to simple shear simulations

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 30, Issue 13, 2006, Pages 1369-1390

  Yang, Yunming ^a   Yu, Hai Sui ^a,b  

^a UNIVERSITY OF NOTTINGHAM   (United Kingdom)

^b CHINA UNIVERSITY OF MINING AND TECHNOLOGY   (China)

Author keywords

Critical state model; Non coaxial plasticity; Numerical simulation; Simple shear; Soils

Indexed keywords

COMPUTER SIMULATION; DENSITY (SPECIFIC GRAVITY); MATHEMATICAL MODELS; PLASTIC FLOW; SAND; SHEAR STRENGTH; SHEAR STRESS; STRAIN;

CRITICAL STATE MODEL; NON-COAXIAL PLASTICITY; SIMPLE SHEAR;

CLAY;

CLAY; COMPUTER SIMULATION; DENSITY (SPECIFIC GRAVITY); MATHEMATICAL MODELS; PLASTIC FLOW; SAND; SHEAR STRENGTH; SHEAR STRESS; STRAIN;

NUMERICAL METHOD; PLASTICITY; SHEAR TEST; SOIL ANALYSIS; STRESS-STRAIN RELATIONSHIP;

EID: 33750454406     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.531     Document Type: Article

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