Estimating the occurrence of broken rails in commuter railroads with machine learning algorithms

Broken rail prevention is critical for ensuring track infrastructure safety. With the increasing availability of rail data, the opportunity for data-driven analyses emerges as a promising avenue for enhancing railroad safety. While previous research has predominantly concentrated on predicting broken rails within the context of freight railroads, the attention afforded to commuter railroads has been limited. To address this research gap, this paper presents an analytical modeling framework based on machine learning (ML) algorithms (including LightGBM, XGBoost, Random Forests, and Logistic Regression) to investigate the occurrence of broken rails on commuter rail segments. It leverages various features such as gradient, curvature, annual traffic, operational speed, and the history of prior rail defects. We use oversampling techniques, including ADASYN, random oversampling, and SMOTE, to address the issue of imbalanced data. This challenge arises due to the majority of commuter rail segments not experiencing any broken rails during the study period, resulting in a small sample size of broken rail instances. The findings indicate that, for the dataset employed in this study, LightGBM, in conjunction with random oversampling, exhibits superior performance. Based on the feature importance results, the critical factors influencing the prediction of broken rail occurrences on this commuter railroad are gradient, operational speed, and prior rail defects.

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Publication Details

Journal
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Published
2024-09-03
DOI
https://doi.org/10.1177/09544097241280848
Citations
1
Primary Topic
Geophysical Methods and Applications
Type
article
Field-Weighted Citation Impact
0.34

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article

Estimating the occurrence of broken rails in commuter railroads with machine learning algorithms

Di Kang, Asim Zaman, Junyan Dai, Zheyong Bian et al.
1 citations
Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit
Geophysical Methods and Applications
0.34
article

Estimating the occurrence of broken rails in commuter railroads with machine learning algorithms

Di Kang, Asim Zaman, Junyan Dai, Zheyong Bian, Xin Wang, Xiang Liu
article en
1 citations

Abstract

Broken rail prevention is critical for ensuring track infrastructure safety. With the increasing availability of rail data, the opportunity for data-driven analyses emerges as a promising avenue for enhancing railroad safety. While previous research has predominantly concentrated on predicting broken rails within the context of freight railroads, the attention afforded to commuter railroads has been limited. To address this research gap, this paper presents an analytical modeling framework based on machine learning (ML) algorithms (including LightGBM, XGBoost, Random Forests, and Logistic Regression) to investigate the occurrence of broken rails on commuter rail segments. It leverages various features such as gradient, curvature, annual traffic, operational speed, and the history of prior rail defects. We use oversampling techniques, including ADASYN, random oversampling, and SMOTE, to address the issue of imbalanced data. This challenge arises due to the majority of commuter rail segments not experiencing any broken rails during the study period, resulting in a small sample size of broken rail instances. The findings indicate that, for the dataset employed in this study, LightGBM, in conjunction with random oversampling, exhibits superior performance. Based on the feature importance results, the critical factors influencing the prediction of broken rail occurrences on this commuter railroad are gradient, operational speed, and prior rail defects.

Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid TransitVol. 238(10)
Rutgers, The State University of New Jersey (US), University of Houston (US)
Federal Railroad Administration
Openalex Percentile: Top 42%
Geophysical Methods and Applications
0.34
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