The middle surface concept and its application to the elasto-plastic behaviour of saturated sands

Geotechnique

Volumn 53, Issue 4, 2003, Pages 421-431

  Yang, Y ^a   Muraleetharan, K K ^b  

^a UNIVERSITY OF OKLAHOMA   (United States)

^b NONE

Author keywords

Constitutive relations; Plasticity; Sands

Indexed keywords

COMPUTER SIMULATION; DENSITY (SPECIFIC GRAVITY); ELASTOPLASTICITY; SOIL MECHANICS; STRAIN; STRESS ANALYSIS; SURFACES;

LOADING CONDITIONS;

SAND;

CONSTITUTIVE EQUATION; CRITICAL STATE; ELASTOPLASTICITY; SAND; SATURATED MEDIUM; SOIL MECHANICS; TRIAXIAL TEST;

EID: 0037705625     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.2003.53.4.421     Document Type: Article

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