Evaluation of a constitutive model for clays and sands: Part II - Clay behaviour

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 26, Issue 11, 2002, Pages 1123-1146

  Pestana, Juan M ^a,d   Whittle, Andrew J ^b   Gens, Antonio ^c  

^a UNIVERSITY OF CALIFORNIA   (United States)

^b MASSACHUSETTS INSTITUTE OF TECHNOLOGY   (United States)

^c UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

^d Department of Civil and Environmental Engineering   (United States)

Author keywords

Anisotropy; Clay behaviour; Stress history; Undrained shear strength

Indexed keywords

ANISOTROPY; CLAY; COMPUTER SIMULATION; SAND; SHEAR STRESS;

SOIL BEHAVIOR;

GEOTECHNICAL ENGINEERING;

CLAY; CONSTITUTIVE EQUATION; FAILURE ANALYSIS; STRESS-STRAIN RELATIONSHIP;

EID: 0036716847     PISSN: 03639061     EISSN: None     Source Type: Journal    
DOI: 10.1002/nag.238     Document Type: Article

References (19)

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13. On the generalised stress-strain behaviour of 'wet' clay