A critical review on the vertical stiffness irregularity of railway ballasted track

Review (2023)

Authors

Can Shi Shenzhen University
Yu Zhou Shenzhen University
Lei Xu Central South University China
Xu Zhang Guangdong University of Technology
Y. Guo Railway Engineering - CEG
Research Group
Railway Engineering (CEG) (TU Delft)
Copyright: © 2023 Can Shi, Yu Zhou, Lei Xu, Xu Zhang, Y. Guo
DOI
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https://doi.org/10.1016/j.conbuildmat.2023.132715
Measurement results Optimal track stiffness Track stiffness irregularity Train-track performance
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Published Date

2023

Language

English

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Faculty

Civil Engineering & Geosciences

Department

Engineering Structures

Research Group

Railway Engineering

Abstract

The dynamic performance of a railway track subjected to moving trains depends strongly on track support conditions. In reality, even for the well-constructed and well-maintained tracks, sleeper support stiffness and global track stiffness vary substantially along the track, which affects the train-track dynamic interactions, causing rapid track geometry degradation as well as the riding comfort and safety issues. Consequently, track stiffness irregularity (TSI, the spatial variation of track stiffness along the track) is important for railway construction and maintenance in addition to track geometry irregularities. So far, extensive research has been published on the TSI whereas the relevant issues have not been paid sufficient attention. In this paper, a summary and comments have been made in the field of TSI about the current research status and future trends from a critical point of view. Novel concepts of the critical values of TSIs and the integrated management of the track geometry and stiffness irregularities are proposed. The review presented in this work is valuable to advance the research on TSI and can help guide the design, construction and maintenance of railway tracks.