Drained Cyclic Behavior of Sand with Fabric Dependence
Author:
Affiliation:
1. Pei
2. Assoc. Prof., Dept. of Civ. Engrg., Univ. of Calgary, AB, Canada T2N 1N4. E-mail: wan@ucalgary.ca
3. Res. Engr., C-CORE, Memorial Univ. of Newfoundland, NF, Canada A1B 3X5. E-mail: peijun.guo@c-core.ca
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%3A11%281106%29
Reference26 articles.
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2. Bauer E. and Wu W. ( 1993). “A hypoplastic model for granular soils under cyclic loading.” Modern approaches to plasticity D. Kolymbas ed. Elsevier Amsterdam 247–258.
3. Chang C. S. ( 1987). “Micromechanical modelling of constitutive relations for granular material.” Micromechanics of granular materials M. Satake and J. T. Jenkins eds. Elsevier Science Amsterdam 271–279.
4. Chang C. S. and Gao J. ( 1995). “Second-gradient constitutive theory for granular material with random packing structure.” Int. J. Solids and Struct. 32(16) 2279–2294.
5. Christoffersen J. Mehrabadi M. M. and Nemat-Nasser S. ( 1981). “A micromechanical description of granular material behaviour.” J. Appl. Mech. 48 339–343.
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