Critical State of Granular Materials Based on the Sliding-Rolling Theory
Author:
Affiliation:
1. Professor, Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21131. E-mail: Rajah@jhu.edu
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282008%29134%3A1%28125%29
Reference30 articles.
1. Discrete‐Element Method for Simulating Behavior of Cohesive Soil
2. Sliding and Rolling Constitutive Theory for Granular Materials
3. Some aspects of fabric anisotropy of soil
4. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). VELACS—Verification of Liquefaction Analysis by Centrifuge Studies: Laboratory Testing Program Soil Data Rep. U.S. National Science Foundation.
5. Double sliding model for cyclic deformation of granular materials, including dilatancy effects
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