Investigation of geotextile–soil interaction under a cyclic vertical load using the discrete element method

Author:

Bhandari Anil,Han Jie

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference34 articles.

1. Micromechanical aspects of isotropic granular assemblies with linear contact interactions;Bathurst;Journal of Applied Mechanics, Transactions ASME,1988

2. Observations on stress-force-fabric relationships in idealized granular materials;Bathurst;Mechanics of Materials,1990

3. Bhandari, A., Han, J., Parsons, R.L., 2008. DEM analysis of geotextile–soil interaction under wheel loading. In: Paper Accepted for Presentation and Publication at the Research Symposium on the Characterization and Behavior of Interfaces (CBI), Atlanta.

4. Identifying the key parameters that influence geogrid reinforcement of railway ballast;Brown;Geotextiles and Geomembranes,2007

5. Chareyre, B., Villard, P., 2002. Discrete element modeling of curved geosynthetic anchorages with known macro-properties. In: Paper Presented at the Numerical Modeling in Micromechanics Via Particle Methods, Gelsenkirchen, Germany.

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