Three-Dimensional Discrete Element Method of Analysis of Clays
Author:
Affiliation:
1. Dept. of Civil Engineering, Johns Hopkins Univ., Baltimore, MD 21218; formerly, Graduate Student.
2. Professor, Dept. of Civil Engineering, Johns Hopkins Univ., 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%282003%29129%3A6%28585%29
Reference28 articles.
1. Discrete‐Element Method for Simulating Behavior of Cohesive Soil
2. Influence of Particle Orientation on One-Dimensional Compression of Montmorillonite
3. On influence of fabric anisotropy on the stress–strain behavior of clays
4. Numerical simulation of one-dimensional behaviour of a kaolinite
5. Double-Layer Repulsive Force between Two Inclined Platy Particles According to the Gouy-Chapman Theory
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