Modeling Stress-Dilatancy for Sand under Compression and Extension Loading Conditions
Author:
Affiliation:
1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA 01002 (corresponding author).
2. Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai 200240, P.R. China.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29EM.1943-7889.0000116
Reference27 articles.
1. Biarez J. and Hicher P. Y. (1994). “Elementary mechanics of soil behavior.” Balkema Rotterdam The Netherlands 208.
2. An elasto-plastic model for granular materials with microstructural consideration
3. Application of Uniform Strain Theory to Heterogeneous Granular Solids
4. A Micromechanical Description of Granular Material Behavior
5. Undrained instability of very loose Hostun sand in triaxial compression and extension. Part 1: experimental observations
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