An anisotropic hardening elastoplastic model for clays and sands and its application to FE analysis

Computers and Geotechnics

Volumn 31, Issue 1, 2004, Pages 37-46

  Sun, D A ^a   Matsuoka, H ^a   Yao, Y P ^b   Ishii, H ^c  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b BEIHANG UNIVERSITY   (China)

^c CENTRAL JAPAN RAILWAY COMPANY   (Japan)

Author keywords

Anisotropic; Clay; Constitutive model; Sand

Indexed keywords

ANISOTROPY; ELASTOPLASTICITY; EMBANKMENTS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; SAND; STRESSES; TENSORS;

STRESS TENSORS;

CLAY;

ANISOTROPY; CLAY; CONSTITUTIVE EQUATION; ELASTOPLASTICITY; EMBANKMENT; FINITE ELEMENT METHOD; HARDENING; SAND; SOIL MECHANICS; STRESS-STRAIN RELATIONSHIP;

EID: 0842279645     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2003.11.003     Document Type: Article

References (21)

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