Hydrostatic and Shear Behavior of Frictionless Granular Assemblies under Different Deformation Conditions
Author:
Affiliation:
1. Multi-Scale Mechanics (MSM), Faculty of Engineering Technology, MESA+, University of Twente, Netherlands
Publisher
Hosokawa Powder Technology Foundation
Subject
General Engineering,General Materials Science,General Chemical Engineering,General Chemistry
Link
https://www.jstage.jst.go.jp/article/kona/30/0/30_2013011/_pdf
Reference59 articles.
1. Alonso-Marroquín, F.; Luding, S.; Herrmann, H. J. and Vardoulakis, I. (2005): “Role of anisotropy in the elastoplastic response of a polygonal packing.” Phyical Review E., 71:051304:1–18.
2. The influence of inter-particle friction and the intermediate stress ratio on soil response under generalised stress conditions
3. Jamming by shear
4. Cundall, P. A. and Strack, O. D. L. (1979): “A discrete numerical model for granular assemblies.” Géotechnique, 29(1):47–65.
5. Micro-mechanical analysis of deformation characteristics of three-dimensional granular materials
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