References
- Chen, C., McDowell, G. R. and Thom, N. H. (2012). "Discrete element modelling of cyclic loads of geogrid-reinforced ballast under confined and unconfined conditions." Geotextiles and Geomembranes, Vol. 35, pp. 76-86. https://doi.org/10.1016/j.geotexmem.2012.07.004
- Chung, K. Y. (1998). A fundamental research on railroad ballast improvement, Korea Railway Research Institute (in Korean).
- Hossain, Z., Indraratna, B., Darve, F. and Thakur, P. K. (2007). "DEM analysis of angular ballast breakage under cyclic loading." Geomechanics and Geoengineering, Vol. 2, No. 3, pp. 175-181. https://doi.org/10.1080/17486020701474962
- Indraratna, B., Sanjay, N., David, C., Cholachat, R. et al. (2010). "Field assessment of the performance of a ballasted rail track with and without geosynthetics." Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No. 7, pp. 907-917. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000312
- Itasca (2002). Particle Flow Code in 2 Dimensions 4.0 manual, Itasca consulting Group, Minneapolis, Minnesota, United States of America.
- Lee, S. J., Choi, I. Y., Kim, K. J. and Hwang, S. B. (2013). "Evaluation on ballast settlement by box test." Autumn Conference & Annual Meeting of the Korean Society for Railway, pp. 323-327 (in Korean).
- Lim, W. L. and McDowell (2005). "Discrete element modelling of railway ballast." Granular Matter, Vol. 7, No. 1, pp. 19-29. https://doi.org/10.1007/s10035-004-0189-3
- Lobo-Guerrero, S. and Vallejo, L. E. (2006). "Discrete element method Analysis of railtrack ballast degradation during cyclic loading." Granular Matter, Vol. 8, No. 3-4, pp. 195-204. https://doi.org/10.1007/s10035-006-0006-2
- Lu, M. (2008). Discrete element modelling of railway ballast, PhD Thesis, University of Nottingham, Nottingham, England, UK.
- Lu, M. and McDowell, G. R. (2007). "The importance of modelling ballast particle shape in DEM." Granular Matter, Vol. 9, No. 1-2, pp. 71-82.
- Lu, M. and McDowell, G. R. (2010). "Discrete element modelling of railway ballast under monotonic and cyclic triaxial loading." Geotechnique, Vol. 60, No. 6, pp. 459-467. https://doi.org/10.1680/geot.2010.60.6.459
- Noh, T. K. (2013). Numerical modeling for triaxial compression test based on discrete element method, PhD Thesis, University of Seoul, Gwanak, Seoul, South Korea (in Korean).
- Selig, E. T. and Waters, J. M. (1994). Track Geotechnology and Substructure Management, Thomas Telford, London (in United Kingdom).
- Stahl, M. and Konietzky, H. (2011). "Discrete element simulation of ballast and gravel under special consideration of grain-shape, grain-size and relative density." Granular Matter, Vol. 13, No. 4, pp. 417-428. https://doi.org/10.1007/s10035-010-0239-y
- ZHANG, C. and ZHOU, X. (2012). "Evaluation of the packing density of non-spherical particles using discrete element cluster algorithm." Journal of Information & Computational Science, Vol. 9, No. 16, pp. 4969-4977.
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