Effects of Cross Anisotropy on Three-Dimensional Behavior of Sand. I: Stress–Strain Behavior and Shear Banding
Author:
Affiliation:
1. Research Scientist, Dept. of Marine Science, Univ. of Southern Missouri, 1020 Balch Blvd., Stennis Space Center, MS 39529.
2. Professor, Dept. of Civil Engineering, Aalborg Univ., Sohngaardsholmsvej 57, DK-9000 Aalborg, Denmark.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282003%29129%3A2%28160%29
Reference27 articles.
1. Inherent anisotropy in a sand
2. Shear failure of anisotropic materials.;Casagrande A.;J. Boston Soc. Civ. Eng.,1944
3. El-Sohby M. A. and Andrews K. Z. (1973). “Experimental examination of sand anisotropy.” Proc. 8th Int. Conf. on Soil Mechanics 1 103–109.
4. Systematic Packing of Spheres: With Particular Relation to Porosity and Permeability
5. Anisotropy of Normally Consolidated San Francisco Bay Mud
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