Injury severity prediction of traffic crashes with ensemble machine learning techniques: a comparative study.

Journal: International journal of injury control and safety promotion
Published Date:

Abstract

A better understanding of injury severity risk factors is fundamental to improving crash prediction and effective implementation of appropriate mitigation strategies. Traditional statistical models widely used in this regard have predefined correlation and intrinsic assumptions, which, if flouted, may yield biased predictions. The present study investigates the possibility of using the eXtreme Gradient Boosting (XGBoost) model compared with few traditional machine learning algorithms (logistic regression, random forest, and decision tree) for crash injury severity analysis. The data used in this study was obtained from the traffic safety department, ministry of transport (MOT) at Riyadh, KSA, and contains 13,546 motor vehicle collisions along 15 rural highways reported between January 2017 to December 2019. Empirical results obtained using k-fold (k = 10) for various performance metrics showed that the XGBoost technique outperformed other models in terms of the collective predictive performance as well as injury severity individual class accuracies. XGBoost feature importance analysis indicated that collision type, weather status, road surface conditions, on-site damage type, lighting conditions, and vehicle type are the few sensitive variables in predicting the crash injury severity outcome. Finally, a comparative analysis of XGBoost based on different performance statistics showed that our model outperformed most previous studies.

Authors

  • Arshad Jamal
    Department of Biology, College of Science, University of Ha'il, P.O. Box 2440, Ha'il, Saudi Arabia.
  • Muhammad Zahid
    College of Metropolitan Transportation, Beijing University of Technology, Beijing 100124, China.
  • Muhammad Tauhidur Rahman
    Department of City and Regional Planning, King Fahd University of Petroleum & Minerals, Dhahran, Saudi Arabia.
  • Hassan M Al-Ahmadi
    Department of Civil and Environmental Engineering, King Fahd University of Petroleum & Minerals KFUPM BOX 5055, Dhahran 31261, Saudi Arabia.
  • Meshal Almoshaogeh
    Department of Civil Engineering, College of Engineering, Qassim University, Buraydah, Qassim, Saudi Arabia.
  • Danish Farooq
    Department of Transport Technology and Economics, Budapest University of Technology and Economics, Budapest, Hungary.
  • Mahmood Ahmad
    Department of Civil Engineering, University of Engineering and Technology Peshawar (Bannu Campus), Peshawar, Pakistan.