The prediction and analysis of traffic crashes in expressway tunnels plays a pivotal role in enhancing tunnel safety. A modified convolutional neural network (M-CNN) for tunnel traffic crash prediction was developed in this study. The synthetic minority over-sampling technique was used to address the issue of imbalanced crash data. Based on the prediction results, sections of high risk in tunnels were identified and Shapley additive explanations (Shap) were used to enhance the interpretability of the M-CNN. The results showed that the prediction accuracy of the M-CNN is high (74.62%) and surpassed the accuracy of baseline models (convolutional neural network, back-propagation neural network, random forest, long short-term memory and support vector machine). The tunnel entrance and exit sections were identified as risk zones. In addition, driver’s operation, tunnel grade and vehicle speed were found to have the greatest impact on rear-end crashes, sideswipe crashes and hitting guardrail crashes, respectively. This study also revealed intricate interaction effects between the variables and the skidding resistance index, with this index exhibiting a negative correlation with crash risk. The research findings have significant implications for the future implementation of machine learning models in crash studies, with practical applications for reducing crash rates.
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1 October 2025
Research Article|
January 24 2025
Prediction and analysis of expressway tunnels crash based on modified convolutional neural network and Shapley additive explanations
Yonghong Yang
;
Associated Professor, School of Civil Engineering and Transportation,
South China University of Technology
, Guangzhou, China
Corresponding author Yonghong Yang (yangyh@scut.edu.cn)
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Tao Zheng;
Tao Zheng
ME Student, School of Civil Engineering and Transportation,
South China University of Technology
, Guangzhou, China
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Yu Zhang;
Yu Zhang
ME Student, School of Civil Engineering and Transportation,
South China University of Technology
, Guangzhou, China
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Yi Jiang;
Yi Jiang
Professor, School of Construction Management,
Purdue University
, West Lafayette, United States
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Yixi Hu
Yixi Hu
ME Student, School of Civil Engineering and Transportation,
South China University of Technology
, Guangzhou, China
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Corresponding author Yonghong Yang (yangyh@scut.edu.cn)
Declaration of interests The authors declare they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.
Publisher: Emerald Publishing
Received:
October 24 2024
Accepted:
January 17 2025
Online ISSN: 1751-7710
Print ISSN: 0965-092X
Funding
Funding Group:
- Award Group:
- Funder(s): Key Area Research and Development Programme of Guangdong Province
- Award Id(s): 2022B0101070001
- Funder(s):
- Award Group:
- Funder(s): Guangdong Basic and Applied Basic Research Foundation
- Award Id(s): 2021A1515011788
- Funder(s):
- Award Group:
- Funder(s): Open Fund of the Key Laboratory of Highway Engineering of Ministry of Education (Changsha University of Science & Technology)
- Award Id(s): kfj190201
- Funder(s):
- Funding Statement(s): This work was supported by the Key Area Research and Development Programme of Guangdong Province (grant no. 2022B0101070001), the Guangdong Basic and Applied Basic Research Foundation (grant no. 2021A1515011788) and the Open Fund of the Key Laboratory of Highway Engineering of Ministry of Education (Changsha University of Science & Technology) (grant no. kfj190201).
© 2025 Emerald Publishing Limited
2025
Emerald Publishing Limited
Licensed re-use rights only
Proceedings of the Institution of Civil Engineers - Transport (2025) 178 (7): 502–515.
Article history
Received:
October 24 2024
Accepted:
January 17 2025
Citation
Yang Y, Zheng T, Zhang Y, Jiang Y, Hu Y (2025), "Prediction and analysis of expressway tunnels crash based on modified convolutional neural network and Shapley additive explanations". Proceedings of the Institution of Civil Engineers - Transport, Vol. 178 No. 7 pp. 502–515, doi: https://doi.org/10.1680/jtran.24.00129
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