Version 1
: Received: 28 September 2021 / Approved: 29 September 2021 / Online: 29 September 2021 (14:23:30 CEST)
How to cite:
Sakib, S.M.N. An Essay on Railway Track Bed Failure Issues, Analysis and Remedy. Preprints2021, 2021090498. https://doi.org/10.20944/preprints202109.0498.v1
Sakib, S.M.N. An Essay on Railway Track Bed Failure Issues, Analysis and Remedy. Preprints 2021, 2021090498. https://doi.org/10.20944/preprints202109.0498.v1
Sakib, S.M.N. An Essay on Railway Track Bed Failure Issues, Analysis and Remedy. Preprints2021, 2021090498. https://doi.org/10.20944/preprints202109.0498.v1
APA Style
Sakib, S.M.N. (2021). An Essay on Railway Track Bed Failure Issues, Analysis and Remedy. Preprints. https://doi.org/10.20944/preprints202109.0498.v1
Chicago/Turabian Style
Sakib, S.M.N. 2021 "An Essay on Railway Track Bed Failure Issues, Analysis and Remedy" Preprints. https://doi.org/10.20944/preprints202109.0498.v1
Abstract
The polymer cures as it enters the ballast, forming a three-dimensional geo-composite reinforcing cage. Although there will be some adherence to the ballast in dry conditions, the polymer's primary job is to construct this reinforcing cage. Polymer penetration is controlled by altering the rheology of the polymer. The method is also said to include a built-in safety system, with the track reverting to a ballast state in the event of a polymer or geo-composite failure. Many of the sites were considered unmaintainable before the polymer was put. The design method was utilized to forecast track behaviour before and after treatment, allowing the most appropriate polymer rheology, polymer distribution, and loading levels to be designed in order to achieve optimum performance and confirm that the procedure worked. This method can be utilized to tackle these types of long-standing problems by displaying actual polymer application profiles at a typical important location.
Keywords
Railway; Track bed; Track bed failure; Railway track; Track bed failure remedy
Subject
Engineering, Civil Engineering
Copyright:
This is an open access article distributed under the Creative Commons Attribution License which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
