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Influence of ballast shoulder width and track superelevation on the lateral resistance of a monoblock sleeper using discrete element method

  • Published:2023-09 Issue: Volume:42 Page:101040
  • ISSN:2214-3912
  • Container-title:Transportation Geotechnics
  • language:en
  • Short-container-title:Transportation Geotechnics

Author:

Aela Peyman,Zong Lu,Powrie William,Jing Guoqing

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference53 articles.

1. The effect of enhanced curving forces on the behaviour of canted ballasted track;Priest;Proc Instit Mech Eng, Part F: J Rail Rapid Transit,2013

2. Track buckling prevention: theory, safety concepts, and applications;Kish,2013

3. Laboratory and field investigation of the effect of geogrid-reinforced ballast on railway track lateral resistance;Esmaeili;Geotext Geomembr,2017

4. Behavior of geogrid-reinforced ballast under various levels of fouling;Indraratna;Geotext Geomembr,2011

5. Strengthening of the railway ballast section shoulder with two-component polymeric binders;Kruglikov;Transp Geotech,2017

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