Assessment of test data for selection of 3-D failure criterion for sand

Data from three‐dimensional experiments performed on sand in true triaxial equipment have been reviewed to sort out apparent disarray resulting from their interpretation. This has been done based on analyses made possible by recent developments and understanding of factors influencing sand behaviour...

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Bibliographic Details
Published in:	International journal for numerical and analytical methods in geomechanics Vol. 30; no. 4; pp. 307 - 333
Main Author:	Lade, Poul V.
Format:	Journal Article
Language:	English
Published:	Chichester, UK John Wiley & Sons, Ltd 10.04.2006 Wiley
Subjects:	Applied sciences Buildings. Public works cross-anisotropy Exact sciences and technology failure criterion Geotechnics sand shear banding shear strength Soil investigations. Testing true triaxial tests failure criterion Sand Stability Stress strain relation cross-anisotropy true triaxial tests Shear strength Triaxial test Experimental study Three dimensional model Experimental result shear banding Anisotropy Failure analysis Soil test Slenderness ratio Numerical simulation Shear band
ISSN:	0363-9061, 1096-9853
Online Access:	Get full text
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