Angles of friction and dilatancy of sand

Geotechnique

Volumn 46, Issue 1, 1996, Pages 145-151

  Schanz, T ^a   Vermeer, P A ^a  

^a UNIVERSITY OF STUTTGART   (Germany)

Author keywords

Laboratory tests; Plasticity; Sands; Shear strength

Indexed keywords

CRITICAL STATE; DILATANCY; FAILURE CRITERION; MOHR COULOMB CRITERIA; MOHR-COULOMB CRITERIA; SAND; SAND STRENGTH; SOIL MECHANICS; STRENGTH; STRESS PATH;

ANGLE OF DILATANCY; ANGLE OF FRICTION; PLANE STRAIN CONDITIONS; TRIAXIAL STRAIN CONDITIONS;

COMPRESSION TESTING; FRICTION; GRAIN SIZE AND SHAPE; SAND; SHEAR STRENGTH; STRAIN;

SOIL TESTING;

EID: 0029667952     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.1.145     Document Type: Article

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