Deformation of water-saturated sand: I. uniform undrained deformation and shear banding

Geotechnique

Volumn 46, Issue 3, 1996, Pages 441-456

  Vardoulakis, I ^a  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

Author keywords

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

Indexed keywords

CONTINUUM MECHANICS; DEFORMATION; ELASTOPLASTICITY; FAILURE ANALYSIS; FRICTION; PORE PRESSURE; SAND; SHEAR STRENGTH; SOIL LIQUEFACTION; SOIL TESTING; STRAIN; STRESSES;

CONSTITUTIVE RELATIONS; CONTINUUM MIXTURES THEORY; DILATANCY; DISPLACEMENT; SHEAR BANDING; STRESS STRAIN CURVE; TERZAGHI EFFECTIVE STRESS PRINCIPLE;

SOIL MECHANICS;

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

EID: 0030238321     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.3.441     Document Type: Article

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