Discrete element simulation of ballast and gravel under special consideration of grain-shape, grain-size and relative density

Author:

Stahl Michael,Konietzky Heinz

Publisher

Springer Science and Business Media LLC

Subject

General Physics and Astronomy,Mechanics of Materials,General Materials Science

Reference11 articles.

1. Achmus, M., Abdel-Rahman, K.: The influence of “up-scaling” on the results of particle method calculations of non-cohesive soils. In: Konietzky, H. (ed.) Proceedings of 1st International PFC Symposium on Numerical Modelling in Micromechanics via Particle Methods, pp. 183–187. Balkema, Lisse, The Netherlands (2003)

2. Cundall, P.A.: A computer model for simulating progressive large scale movements in blocky rock systems. In: Proceedings of the Symposium of the International Society of Rock Mechanics. Vol. 1, Paper No. II-8. Nancy, France, (1971)

3. DIN 18137, Teil 2: Bestimmung der Scherfestifkeit—Triaxialversuch. Beuth Verlag GmbH, Berlin (1990)

4. Elsner A. et al.: Specific surface area and volume fraction of the Cherry-Pit model with packed pits. J. Phys. Chem. B 113(22), 7780–7784 (2009)

5. Hainbüchner E., Potthoff S., Konietzky H., te Kamp L.: Particle based modelling of shear box tests and stability problems for shallow foundations in sand. In: Konietzky, H. (ed.) Proceedings of 1st International PFC Symposium on Numerical Modelling in Micromechanics via Particle Methods, pp. 151–156. Balkema, Lisse, The Netherlands (2003)

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