Sliding and Rolling Constitutive Theory for Granular Materials
Author:
Affiliation:
1. 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%282004%29130%3A6%28665%29
Reference30 articles.
1. Procedures for Elastoplastic Liquefaction Modeling of Sands
2. A Granular Material Model Based on Associated Flow Rule Applied to Monotonic Loading Behavior
3. Double sliding model for cyclic deformation of granular materials, including dilatancy effects
4. A state parameter for sands
5. Correspondence
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