References
- Brown, S.F., Kwan, J. and Thom, N.H., 2007. Identifying the key parameters that influence geogrid reinforcement of railway ballast. Geotextiles and Geomembranes, 25 (6), 326–335.
- Cundall, P.A. and Strack, O.D.L., 1979. A discrete numerical model for granular assemblies.Géotechnique, 29 (1), 47–65.
- Tensar, 2009. Tensar Geosynthetics in Civil Engineering. Blackburn: Tensar International Ltd.
- Tensar, 2010. TrIAx brochure. Blackburn: Tensar International Ltd.
- Itasca, 2003. Particle flow code in three dimensions. Minnesota: Itasca Consulting Group, Inc.,
- Koerner, R.A., Milligan, G.W.E., Sarsby, R.W. and Dubois, D., 1989. Analytic behaviour of geogrid anchorage. Proceedings of the Geosynthetics’ 89 Conference, IFAI, San Diego, California, USA, 525–536.
- Konietzky, H., te Kamp, L., Groeger, T. and Janner, C., 2004. Use of DEM to model the interlocking effect of geogrids under static and cyclic loading. Numerical Modelling in Micromechanics via Particle Methods. In: Y. Shimizu, et al., eds. Proceedings of the 2nd International PFC Symposium. October 2004, Kyoto, Japan. Leiden: Balkema, 3–11.
- Konietzky, H., te Kamp, L. and Hainbuchner, E., 2000. Tensar geogrid modelling. Progress report, prepared for Tensar International. Gelsenkirchen, Germany: ITASCA Consultants GmbH.
- Kwan, J., 2006. Geogrid reinforcement of railway ballast. Thesis (PhD). The University of Nottingham.
- Lim, W.L., 2004. Mechanics of railway ballast behaviour. Thesis (PhD). The University of Nottingham.
- McDowell, G.R. and Lim, W.L., 2005. Discrete element modelling of railway ballast. Granular Matter, 7 (1), 19–29.
- McDowell, G.R., Harireche, O., Konietzky, H., Brown, S.F.and Thom, N.H., 2006. Discrete element modelling of geogrid-reinforced aggregates. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 159 (1), 35–48.
- McDowell, G.R. and Lu, M., 2007. The importance of modelling ballast particle shape in the discrete element method. Granular Matter, 9 (1–2), 69–80.
- Palmeira, E.M. and Milligan, G.W.E., 1989. Scale and other factors affecting the results of pull-out tests of grids buried in sand. Géotechnique, 39 (3), 511–524.
- Zhang, J., Yasufuku, N. and Ochiai, H., 2007, A few considerations of pull-out test characteristics of geogrid reinforced sand using DEM analysis, Geosynthetics Engineering Journal, 22, 103–110.
- Zhang, J., Yasufuku, N. and Ochiai, H., 2008. Discrete element modelling of geogrid pull-out test. In: G.X. Li, et al., eds. Geosynthetics in Civil and Environmental Engineering. Shanghai, China, Springer, 11–14.