A critical state two-surface plasticity model for sands

Geotechnique

Volumn 47, Issue 2, 1997, Pages 255-272

  Manzari, M T ^a   Dafalias, Y F ^b,c  

^a GEORGE WASHINGTON UNIVERSITY   (United States)

^b NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^c UNIVERSITY OF CALIFORNIA   (United States)

Author keywords

Anisotropy; Bounding surface; Critical state; Plasticity; Sands; State parameter

Indexed keywords

ANISOTROPY; MATHEMATICAL MODELS; NUMERICAL ANALYSIS; PLASTICITY; PORE PRESSURE; SAND; STRAIN; STRESSES;

CRITICAL STATE PLASTICITY;

SOIL MECHANICS;

CONSTITUTIVE MODEL; CRITICAL STATE; PLASTICITY MODEL; SAND; STRESS/STRAIN;

EID: 0031171020     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.2.255     Document Type: Article

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