Analysis of Shear Banding in True Triaxial Tests on Sand
Author:
Affiliation:
1. Member, ASCE
2. Prof., Dept. of Civ. Engrg., Aalborg Univ., Sohngaardsholmsvej 57, 9000 Aalborg, Denmark.
3. Formerly, Grad. Student, Dept. of Civ. Engrg., Johns Hopkins Univ., 3400 N. Charles St., Baltimore, MD 21218.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282001%29127%3A8%28762%29
Reference28 articles.
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2. Arthur J. R. F. Dunstan T. Al-Ani Q. A. J. L. and Assadi A. ( 1977). “Plastic deformation and failure in granular media.” Géotechnique London 27(1) 53–74.
3. Desrues J. Chambon R. Mokni M. and Mazerolle F. ( 1996). “Void ratio evolution inside shear bands in triaxial sand specimens studied by computed tomography.” Géotechnique London 46(3) 529–546.
4. Desrues J. Lanier J. and Stutz P. ( 1985). “Localization of the deformation in tests on sand sample.” Engrg. Fracture Mech. 21(4) 909–921.
5. Ergun M. U. ( 1981). “Evaluation of three-dimensional shear testing.” Proc. 10th Int. Conf. on Soil Mech. and Found. Engrg. Vol. 4 593–596.
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