Two-dimensional DEM analysis of behavior of geogrid-reinforced uniform granular bases under a vertical cyclic load

Author:

Bhandari Anil,Han Jie,Parsons Robert L.

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Reference35 articles.

1. Bhandari A, Han J (2010) Investigation of geotextile-soil interaction under a cyclic wheel load using the discrete element method. Geotext Geomembr 28(1):33–43

2. Bhandari A, Han J, Parsons RL (2008) DEM analysis of geotextile-soil interaction under wheel loading. In: Frost JD (ed) Proceedings of research symposium on the characterization and behavior of interfaces (CBI). Atlanta, US

3. Brown SF, Kwan J, Thom NH (2007) Identifying the key parameters that influence geogrid reinforcement of railway ballast. Geotext Geomembr 25(6):326–335

4. Chareyre B, Villard P. (2002) Discrete element modeling of curved geosynthetic anchorages with known macro-properties. In: Konietzky H (ed) Proceedings of the numerical modeling in micromechanics via particle methods. Taylor and Francis, Gelsenkirchen, pp 197–203

5. Cheng YP, Nakata Y, Bolton MD (2003) Discrete element simulation of crushable soil. Geotechnique 53(7):633–641

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