Review on Geosynthetic Inclusions for the Enhancement of Ballasted Rail Tracks
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Publisher
Springer Singapore
Link
http://link.springer.com/content/pdf/10.1007/978-981-15-7222-7_38
Reference22 articles.
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2. Anbazhagan P, Bharatha TP, Amarajeevi G (2012) Study of ballast fouling in railway track formations. Indian Geotech J 42(2):87–99
3. Biabani MM, Indraratna B, Nimbalkar S (2016) Assessment of interface shear behaviour of sub-ballast with geosynthetics by large-scale direct shear test. Procedia Eng 143:1007–1015
4. Chan CM, Johan SFSM (2016) Performance enhancement of railtrack ballast with rubber inclusions: a laboratory simulation. Japan Geotech Soc Spec Publ 2(47):1640–1643
5. Fattah MY, Mahmood MR, Aswad MF (2018) Experimental and numerical behavior of railway track over geogrid reinforced ballast underlain by soft clay. International Congress and Exhibition “Sustainable civil infrastructures: innovative infrastructure geotechnology”, pp 1–26
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1. Numerical Study on the Shear Behaviour of Railway Ballast Using Discrete Element Method;Lecture Notes in Civil Engineering;2022-09-29
2. Deflection deformation performance of prestressed geosynthetic-reinforced embankment under differential settlements;Arabian Journal of Geosciences;2022-09-19
3. A Laboratory Investigation on the Advancement of Railway Ballast Behavior Using Artificial Inclusions;Lecture Notes in Civil Engineering;2021-10-25
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