Enhanced vertical railway track quality index with dynamic responses from moving trains

The conventional vertical track quality index (TQI) based on the standard deviation of longitudinal levels yields standardized railway track condition assessment. Nevertheless, its capability to identify problems is limited, particularly in the ballast and substructure layers when abrupt changes affect train-track interaction. Previous research shows that dynamic responses from moving trains via axle box acceleration (ABA) measurements can quantify abrupt changes in the vertical dynamic responses. Thus, this paper proposes a framework to design an enhanced vertical TQI, called EnVTQI, by integrating track longitudinal levels and dynamic responses from ABA measurements. First, measured ABA signals are processed to mitigate the influence of variation in measurement speed. Then, substructure and ballast-related features are extracted, including scale average wavelet power (SAWP) in the ranges 0.04 m<sup>-1</sup> to 0.33 m<sup>-1</sup> (substructure) and 1.25 m<sup>-1</sup> to 2.50 m<sup>-1</sup> (ballast). This enables identifying track conditions at different track layers. Finally, EnVTQI is determined by weight averaging between the conventional vertical TQI and the ABA features from moving trains. The performance of EnVTQI is evaluated based on 48 segments of a 200-m track on a Dutch railway line. The results indicate that EnVTQI helps to distinguish track segments that cause poor train-track interaction, which the conventional TQI does not indicate. EnVTQI can supplement the conventional TQI, improving the effectiveness of track maintenance decision-making.

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Publication Details

Journal
Heliyon
Published
2024-09-30
DOI
https://doi.org/10.1016/j.heliyon.2024.e38670
Citations
6
Primary Topic
Railway Engineering and Dynamics
Type
article
Field-Weighted Citation Impact
1.28

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article

Enhanced vertical railway track quality index with dynamic responses from moving trains

Siwarak Unsiwilai, Chen Shen, Rolf Dollevoet, Arjen Zoeteman et al.
6 citations
Heliyon
Railway Engineering and Dynamics
1.28
article

Enhanced vertical railway track quality index with dynamic responses from moving trains

Siwarak Unsiwilai, Chen Shen, Rolf Dollevoet, Arjen Zoeteman, Alfredo Núñez, Wassamon Phusakulkajorn, Zili Li
article en
6 citations

Abstract

The conventional vertical track quality index (TQI) based on the standard deviation of longitudinal levels yields standardized railway track condition assessment. Nevertheless, its capability to identify problems is limited, particularly in the ballast and substructure layers when abrupt changes affect train-track interaction. Previous research shows that dynamic responses from moving trains via axle box acceleration (ABA) measurements can quantify abrupt changes in the vertical dynamic responses. Thus, this paper proposes a framework to design an enhanced vertical TQI, called EnVTQI, by integrating track longitudinal levels and dynamic responses from ABA measurements. First, measured ABA signals are processed to mitigate the influence of variation in measurement speed. Then, substructure and ballast-related features are extracted, including scale average wavelet power (SAWP) in the ranges 0.04 m<sup>-1</sup> to 0.33 m<sup>-1</sup> (substructure) and 1.25 m<sup>-1</sup> to 2.50 m<sup>-1</sup> (ballast). This enables identifying track conditions at different track layers. Finally, EnVTQI is determined by weight averaging between the conventional vertical TQI and the ABA features from moving trains. The performance of EnVTQI is evaluated based on 48 segments of a 200-m track on a Dutch railway line. The results indicate that EnVTQI helps to distinguish track segments that cause poor train-track interaction, which the conventional TQI does not indicate. EnVTQI can supplement the conventional TQI, improving the effectiveness of track maintenance decision-making.

HeliyonVol. 10(19)
Utrecht University (NL), Delft University of Technology (NL)
Ministry of Education, ProRail, HORIZON EUROPE Framework Programme
Openalex Percentile: Top 23%
Railway Engineering and Dynamics
1.28
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