State-dependent strength of sands from the perspective of unified modeling

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 2, 2004, Pages 186-198

  Yang, J ^a   Li, X S ^b  

^a UNIVERSITY OF HONG KONG   (Hong Kong)

^b HONG KONG UNIVERSITY OF SCIENCE AND TECHNOLOGY   (Hong Kong)

Author keywords

Constitutive models; Dilatancy; Sand; Shear strength; Triaxial stresses

Indexed keywords

DEFORMATION; GEOTECHNICAL ENGINEERING; MATHEMATICAL MODELS; SHEARING; STRESSES;

STATE-DEPENDENT STRENGTH; STRESS LEVELS;

SAND;

CONSTITUTIVE EQUATION; DILATANCY; MODELING; SAND; SHEAR STRENGTH; SOIL MECHANICS; TRIAXIAL TEST;

EID: 1342331420     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:2(186)     Document Type: Article

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