Time-dependent shear deformation characteristics of sand and their constitutive modelling

Soils and Foundations

Volumn 42, Issue 2, 2002, Pages 1-22

  Di Benedetto, Hervé ^a   Tatsuoka, Fumio ^b   Ishihara, Masanori ^b,c  

^a UNIVERSITÉ DE LYON   (France)

^b UNIVERSITY OF TOKYO   (Japan)

^c Ministry of Construction

Author keywords

Constitutive modelling; Deformation; Plane strain compression tests; Sand; Three component model; Viscous effect (IGC: D6 D7)

Indexed keywords

COMPRESSIVE STRENGTH; CREEP; MATHEMATICAL MODELS; SHEAR DEFORMATION; STRESS ANALYSIS; VISCOSITY;

DRAINED PLANE STRAIN; SHEAR STRAIN BEHAVIOR; THREE-COMPONENT MODELS; VISCOUS EFFECTS;

SAND;

EID: 0012521218     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.42.2_1     Document Type: Article

References (38)

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