Strain Localization in Sand: Plane Strain versus Triaxial Compression

Author:

Alshibli Khalid A.1,Batiste Susan N.2,Sture Stein3

Affiliation:

1. Joint Assistant Professor, Dept. of Civil and Environmental Engineering, 3507 CEBA Building, Louisiana State Univ.-Southern Univ., Baton Rouge, LA 70803.

2. Technical Manager, Laboratory for Atmospheric and Space Physics (LASP), 1234 Innovation Drive, Boulder, CO 80303-7814.

3. Professor, Dept. of Civil, Environmental and Architectural Engineering, Campus Box 428, Univ. of Colorado at Boulder, Boulder, CO 80309-0428.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference20 articles.

1. Alshibli K. Costes N. and Porter R. (1996). “Mechanics of granular materials.” Space Processing of Materials Int. Symposium on Optical Science Engineering and Instrumentation Denver August Vol. 2809 303–310 SPIE Bellingham Wash.

2. Sand Shear Band Thickness Measurements by Digital Imaging Techniques

3. ASTM. (1995). “Standard test method for measurement of computed tomography (CT) s;ystem performance.” E 1695-95 West Conshohocken Pa.

4. ASTM. (1997). “Standard test method for calibrating and measuring CT density.” E 1935-97 West Conshohocken Pa.

5. Desrues J. (1998). “Localization patterns in ductile and brittle geomaterials.” Material instabilities in solids R. de Borst and E. van der Giessen eds. Wiley New York 137–158.

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