Deformation of water-saturated sand: II. effect of pore water flow and shear banding

Geotechnique

Volumn 46, Issue 3, 1996, Pages 457-472

  Vardoulakis, I ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

Constitutive relations; Failure; Laboratory tests; Liquefaction; Sands; Shear strength

Indexed keywords

DEFORMATION; FAILURE ANALYSIS; FLOW OF WATER; NUMERICAL ANALYSIS; PERTURBATION TECHNIQUES; PLASTIC FLOW; SAND; SHEAR STRENGTH; SOIL LIQUEFACTION; SOIL TESTING; STABILITY; STRAIN;

CONSTITUTIVE RELATIONS; DEVIATOR SOFTENING; PLASTICITY FLOW THEORY; SHEAR BANDING;

SOIL MECHANICS;

DEFORMATION; LIQUEFACTION; POREWATER FLOW; SAND; SATURATED SOIL; SHEAR BAND;

EID: 0030239289     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.3.457     Document Type: Article

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