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2025 | OriginalPaper | Chapter

Application of Elastic Inclusions to Improve Ballasted Track Performances

Authors : Chamindi Jayasuriya, Chathuri Arachchige, Buddhima Indraratna

Published in: Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 5

Publisher: Springer Nature Singapore

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Abstract

Ballast, which serves as the primary foundation material for railways, undergoes deformation and deterioration due to the heavy, repetitive loads exerted by fast-moving trains. These effects pose safety and efficiency challenges for tracks, leading to increased maintenance needs. To address these issues, one promising approach involves using rubber mats (Under Sleeper Pads—USP and Under Ballast Mats—UBM) to stabilise ballasted tracks. These mats absorb energy, minimise particle breakage, enhance track stability, and improve safety and longevity. This paper examines the effectiveness of rubber elements in ballasted tracks based on extensive laboratory testing. The findings indicate that rubber mats dampen the deformation and degradation of ballast. Specifically, USPs are more effective in reducing vertical permanent deformation, while UBMs excel in reducing lateral deformation.

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Literature
1.
go back to reference Jayasuriya C, Indraratna B, Rujikiatkamjorn C, Navaratnarajah SK (2020, February). Application of elastic inclusions to improve the performance of ballasted track. In: Geo-congress 2020. American Society of Civil Engineers, Reston, VA, pp 364–373 Jayasuriya C, Indraratna B, Rujikiatkamjorn C, Navaratnarajah SK (2020, February). Application of elastic inclusions to improve the performance of ballasted track. In: Geo-congress 2020. American Society of Civil Engineers, Reston, VA, pp 364–373
2.
go back to reference Jayasuriya C, Indraratna B, Ngo TN (2019) Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading. Transp Geotech 19:61–73CrossRef Jayasuriya C, Indraratna B, Ngo TN (2019) Experimental study to examine the role of under sleeper pads for improved performance of ballast under cyclic loading. Transp Geotech 19:61–73CrossRef
3.
go back to reference Navaratnarajah SK, Indraratna B (2017) Use of rubber mats to improve the deformation and degradation behavior of rail ballast under cyclic loading. J Geotech Geoenviron Eng 143(6):04017015CrossRef Navaratnarajah SK, Indraratna B (2017) Use of rubber mats to improve the deformation and degradation behavior of rail ballast under cyclic loading. J Geotech Geoenviron Eng 143(6):04017015CrossRef
4.
go back to reference Navaratnarajah SK, Indraratna B, Ngo NT (2018) Influence of under sleeper pads on ballast behavior under cyclic loading: experimental and numerical studies. J Geotech Geoenviron Eng 144(9):04018068CrossRef Navaratnarajah SK, Indraratna B, Ngo NT (2018) Influence of under sleeper pads on ballast behavior under cyclic loading: experimental and numerical studies. J Geotech Geoenviron Eng 144(9):04018068CrossRef
5.
go back to reference Nimbalkar S, Indraratna B, Dash SK, Christie D (2012) Improved performance of railway ballast under impact loads using shock mats. J Geotech Geoenviron Eng 138(3):281–294CrossRef Nimbalkar S, Indraratna B, Dash SK, Christie D (2012) Improved performance of railway ballast under impact loads using shock mats. J Geotech Geoenviron Eng 138(3):281–294CrossRef
6.
go back to reference Indraratna B, Lackenby J, Christie D (2005) Effect of confining pressure on the degradation of ballast under cyclic loading. Geotechnique 55(4):325–328CrossRef Indraratna B, Lackenby J, Christie D (2005) Effect of confining pressure on the degradation of ballast under cyclic loading. Geotechnique 55(4):325–328CrossRef
Metadata
Title
Application of Elastic Inclusions to Improve Ballasted Track Performances
Authors
Chamindi Jayasuriya
Chathuri Arachchige
Buddhima Indraratna
Copyright Year
2025
Publisher
Springer Nature Singapore
DOI
https://doi.org/10.1007/978-981-97-8229-1_12