Explicit stress integration of complex soil models

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 29, Issue 12, 2005, Pages 1209-1229

  Zhao, Jidong ^a   Sheng, Daichao ^a   Rouainia, M ^b   Sloan, Scott W ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

^b NEWCASTLE UNIVERSITY   (United Kingdom)

Author keywords

Automatic substepping; Bounding surface; Critical state models; Explicit stress integration; Structured soil

Indexed keywords

CLAY; CONVERGENCE OF NUMERICAL METHODS; ELASTOPLASTICITY; FINITE ELEMENT METHOD; INTEGRATION; MATHEMATICAL MODELS; MATHEMATICAL OPERATORS; MATRIX ALGEBRA; SAND; STIFFNESS; STRESSES; SURFACE PROPERTIES;

AUTOMATIC SUBSTEPPING; BOUNDING SURFACE; COMPLEX SOIL MODELS; CRITICAL STATE MODELS; EXPLICIT STRESS INTEGRATION; STRUCTURED SOIL; SUB/SUPERLOADING SURFACE MODEL;

SOIL MECHANICS;

FINITE ELEMENT METHOD; SOIL MECHANICS; STRESS ANALYSIS;

EID: 26444546894     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.456     Document Type: Article

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