Risk prediction model of passenger car following behavior under truck movement interruption of two-lane highway in mountainous area

被引:0
|
作者
Ji X.-F. [1 ,2 ]
Xu Y.-H. [1 ,2 ]
Pu Y.-M. [1 ,2 ]
Hao J.-J. [1 ,2 ]
Qin W.-W. [1 ,2 ]
机构
[1] School of Transportation Engineering, Kunming University of Science and Technology, Kunming
[2] Yunnan Modern Logistics Engineering Research Center, Kunming
来源
Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition) | 2024年 / 54卷 / 05期
关键词
LGBM algorithm; mountain two-lane highway; risk prediction of car-following; traffic and transportation safety engineering; truck movement interruption;
D O I
10.13229/j.cnki.jdxbgxb.20220744
中图分类号
学科分类号
摘要
Taking the typical mountainous two-lane highway bend and straight road as the research object,based on traffic trajectory data extracted by UAV aerial video,the risk prediction model of passenger car following under the movement interruption of truck was constructed by the light gradient boosting machine algorithm(LGBM). The support vector machine(SVM)and random forest machine(RF)were used to verify the validity of the model,and the risk mechanism of the key characteristic parameters of the model was analyzed. The experimental results show that the accuracy of the risk prediction model based on the LGBM algorithm is 96.9%,which is superior. The speed difference and the following distance are the key characteristic parameters of the model,and the single factor importance on the straight road is greater. Compared with the curve,the dangerous driving behavior of straight road section is prominent,and the unstable following characteristics such as large lateral offset are obvious; the results of the model interpreter show that when the speed difference is less than 0.5 m/s and the car-following distance is greater than 40 m,it is a safe car-following state. © 2024 Editorial Board of Jilin University. All rights reserved.
引用
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页码:1323 / 1331
页数:8
相关论文
共 13 条
  • [1] Ji Xiao-feng, Lu Meng-yuan, Qin Wen-wen, Identification of passenger car driving behavior under the influence of truck moving interruption, Transportation Systems Engineering and Information Technology, 21, 5, pp. 174-182, (2021)
  • [2] Moridpour S, Mazloumi E, Mesbah M., Impact of heavy vehicles on surrounding traffic characteristics, Journal of Advanced Transportation, 49, 4, pp. 535-552, (2015)
  • [3] Gazis D C, Herman R., The moving and "phantom" bottlenecks, Transportation Science, 26, 3, pp. 223-229, (1992)
  • [4] Aghabayk K, Sarvi M, Young W., Understanding the dynamics of heavy vehicle interactions in car-following, Journal of Transportation Engineering, 138, 12, pp. 1468-1475, (2012)
  • [5] Sarvi M., Heavy commercial vehicles - following behavior and interactions with different vehicle classes, Journal of Advanced Transportation, 47, 6, pp. 572-580, (2013)
  • [6] Xu C, Liu P, Wang W, Et al., Evaluation of the impacts of traffic states on crash risks on freeways, Accident Analysis & Prevention, 47, pp. 162-171, (2012)
  • [7] Hossain M, Muromachi Y., A Bayesian network based framework for real-time crash prediction on the basic freeway segments of urban expressways, Accident Analysis & Prevention, 45, pp. 373-381, (2012)
  • [8] Yang Kui, Yu Rong-jie, Wang Xue-song, Application of aggregated lane data from dual-loop detector to crash risk evaluation, Journal of Tongji University, 44, 10, pp. 1567-1572, (2016)
  • [9] Song Y, Kou S, Wang C., Modeling crash severity by considering risk indicators of driver and roadway: a Bayesian network approach, Journal of Safety Research, 76, pp. 64-72, (2021)
  • [10] Li Zhi-hui, Sun Ya-qian, Tao Peng-fei, Et al., Forecasting method of traffic operation risk level after traffic accident, Journal of Jilin University (Engineering and Technology Edition), 52, 1, pp. 127-135, (2022)