Influence of Recycled USP on Shear Behaviour of Railway Ballast: Experimental and Numerical Approach
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-3471-3_17
Reference20 articles.
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2. Dissanayake D, Kurukulasuriya L, Dissanayake P (2016) Evaluation of shear strength parameters of rail track ballast in Sri Lanka. J Natl Sci Found. https://doi.org/10.4038/jnsfsr.v44i1.798244(1)
3. Esmaeili M, Aela P, Hosseini A (2017) Experimental assessment of cyclic behavior of sand-fouled ballast mixed with tire-derived aggregates. Soil Dyn Earthq Eng. https://doi.org/10.1016/j.soildyn.2017.03.03398,1-11
4. Guo Y, Fu H, Qian Y, Markine V, Jing G (2020) Effect of sleeper bottom texture on lateral resistance with discrete element modelling. Constr Build Mater 250:118770
5. Indraratna B, Lackenby J, Christie D (2005) Effect of confining pressure on the degradation of ballast under cyclic loading. Geotechnique. https://doi.org/10.1680/GEOT.2007.57.6.52755(4),325-328
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