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Application of Shock Mats in Rail Track Foundation Subjected to Dynamic Loads

  • Published:2016 Issue: Volume:143 Page:1108-1119
  • ISSN:1877-7058
  • Container-title:Procedia Engineering
  • language:en
  • Short-container-title:Procedia Engineering

Author:

Navaratnarajah Sinniah K.,Indraratna Buddhima,Nimbalkar Sanjay

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference30 articles.

1. Numerical and Experimental Assessment of Advanced Concepts to Reduce Noise and Vibration on Urban Railway Turnouts;Anastasopoulos;Journal of Transportation Engineering,2009

2. A dynamic wheel–rail impact analysis of railway track under wheel flat by finite element analysis;Bian;Vehicle System Dynamics,2013

3. BITRE. (2014). Infrastructure, transport and productivity. Canberra ACT, Australia.

4. Influence of USP on track response–a literature survey;Bolmsvik;Abetong Teknik ABVäxjö, Sweden,2005

5. Identifying the key parameters that influence geogrid reinforcement of railway ballast;Brown;Geotextiles and Geomembranes,2007

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1. Field experiment and numerical simulation investigation on the mechanical properties of ballast bed with elastic sleepers;Construction and Building Materials;2023-09

2. Under ballast mat – A review of recent developments, limitations, and future prospects;Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit;2023-01-16

3. Vibration Reduction in Ballasted Track Using Ballast Mat: Numerical and Experimental Evaluation by Wheelset Drop Test;Applied Sciences;2022-02-10

4. Resilient Mats for Improved Performance of Rail Track Foundation;Lecture Notes in Civil Engineering;2021

5. Impact of COVID-19 on transportation in Lagos, Nigeria;Transportation Research Interdisciplinary Perspectives;2020-07
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