Effects of shear band formation in triaxial extension tests

Geotechnical Testing Journal

Volumn 19, Issue 4, 1996, Pages 398-410

  Lade, Poul V ^a   Yamamuro, Jerry A ^b   Skyers, Brian D ^c  

^a Johns Hopkins University   (United States)

^b Clarkson University   (United States)

^c Law/Crandall   (United States)

Author keywords

Failure criterion; Friction angle; Necking; Shear banding; Soils; Strain localization; Strength; Stress strain behavior; Triaxial extension; Uniform strains

Indexed keywords

HARDENING; MATHEMATICAL MODELS; SHEAR STRESS; STRAIN; STRENGTH OF MATERIALS; TESTING; THREE DIMENSIONAL;

FRICTION ANGLES; NECKING; SHEAR BANDING; STRAIN LOCALIZATION; THREE DIMENSIONAL FAILURE CRITERION; TRIAXIAL EXTENSION;

SAND;

EID: 0030391966     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: 10.1520/gtj10717j     Document Type: Article

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