Ballast degradation

Effect of particle size and shape using Los Angeles Abrasion test and image analysis

Journal Article (2018)
Author(s)

Y. Guo (TU Delft - Railway Engineering)

Valéri L. Markine (TU Delft - Railway Engineering)

Jianing Song (Beijing Jiaotong University)

G. Q. Jing (Beijing Jiaotong University)

Research Group
Railway Engineering
Copyright
© 2018 Y. Guo, V.L. Markine, Jianing Song, Guoqing Jing
DOI related publication
https://doi.org/10.1016/j.conbuildmat.2018.02.170
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 Y. Guo, V.L. Markine, Jianing Song, Guoqing Jing
Research Group
Railway Engineering
Volume number
169
Pages (from-to)
414-424
Reuse Rights

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Abstract

Ballast track is the most widely used track for the railway transport, and ballast bed plays a significant role to provide resistances during train operation. Generally, the ballast bed consists of crushed stones. To achieve the mitigation of ballast degradation, the first priority is to describe the degradation development and to study its effect factors. The influence of ballast morphology (particle size and shape) on ballast degradation is examined here using the Los Angeles Abrasion (LAA) test in combination with 3-D image analysis. LAA tests are used to obtain the deteriorated ballast. Then, based on the 3-D images, the changes of ballast particles after the tests were analysed. To quantify the ballast degradation (abrasion and breakage), the Abrasion Depth based on the analysis of 3-D images were proposed, while ballast breakage was estimated using the broken particles ratio. The results have shown that ballast degradation is directly related to the ballast morphology. The proposed image-based procedure can effectively be applied to assess ballast degradation. The results can be used for ballast material standardization, modelling of ballast degradation process and maintenance cycle prediction.

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