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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 110
PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON RAILWAY TECHNOLOGY: RESEARCH, DEVELOPMENT AND MAINTENANCE
Edited by: J. Pombo
Paper 31

Railway Ballast: An Innovative Approach to understanding the Influence of Particle Shape on Mechanical Performance

N. Ouhbi1,2, C. Voivret2, G. Perrin3 and J.-N. Roux1

1Laboratoire Navier, CNRS, Ecole des Ponts Paristech, IFSTTAR, Champs-sur-Marne, France
2Innovation and Research Department, SNCF, Paris, France
3CEA/DAM/DIF, Arpajon, France

Full Bibliographic Reference for this paper
N. Ouhbi, C. Voivret, G. Perrin, J.-N. Roux, "Railway Ballast: An Innovative Approach to understanding the Influence of Particle Shape on Mechanical Performance", in J. Pombo, (Editor), "Proceedings of the Third International Conference on Railway Technology: Research, Development and Maintenance", Civil-Comp Press, Stirlingshire, UK, Paper 31, 2016. doi:10.4203/ccp.110.31
Keywords: railway ballast, particle shape, mechanical performances, discrete element method, proper orthogonal decomposition, polyhedron.

Summary
To face the industrial challenge posed to the French National railway company (SNCF), a good understanding of ballast mechanical behaviour is necessary. As with grain size and mineralogy, grain shape has a significant influence on mechanical performance. The study, presented in this paper, aims to provide an understanding of this influence by means of numerical simulations using the discrete element method and the LMGC90 software, with ballast aggregates represented as irregular polyhedrons. This paper focuses on two important steps performed in this study: an innovative model allowing a relevant characterization of the shape, and a robust method to generate a set of virtual grains that are morphologically representative of real ballast grains. The results are discussed and some preliminary numerical simulations are presented.

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