Nonlinear effects of traffic statuses and road geometries on highway traffic accident severity: A machine learning approach.

IF 2.9 3区 综合性期刊 Q1 MULTIDISCIPLINARY SCIENCES PLoS ONE Pub Date : 2024-11-22 eCollection Date: 2024-01-01 DOI:10.1371/journal.pone.0314133
Yao Liang, Hongxia Yuan, Zhenwu Wang, Zhongjin Wan, Tiantian Liu, Bing Wu, Shijie Chen, Xiaobo Tang
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Abstract

The purpose of this study is to explore nonlinear and threshold effects of traffic statuses and road geometries, as well as their interactions, on traffic accident severity. In contrast to earlier research that primarily defined road alignment qualitatively as straight or curved, flat or slope, this study focused on the design elements of road geometry at accident locations. Additionally, this study considers the traffic conditions on the day of the accident, rather than the average annual traffic data as previous studies have done. To achieve this, we collected road design documents, traffic-related data, and 2023 accident data from the Suining section of the G42 Expressway in China. Using this dataset, we tested the classification performance of four machine learning models, including eXtreme Gradient Boosting, Gradient Boosted Decision Tree, Random Forest, and Light Gradient Boosting Machine. The optimal Random Forest model was employed to identify the key factors infulencing traffic accident severity, and the partial dependence plot was introduced to visualize the relationship between severity and various single and two-factor variables. The results indicate that the percentage of trucks, daily traffic volume, slope length, road grade, curvature, and curve length all exhibit significant nonlinear and threshold effects on accident severity. This reveals sepecific road and traffic features associated with varying levels of accident severity along the highway section examined in this study. The findings of this study will provide data-driven recommendations for highway design and daily safety management to reduce the severity of traffic accidents.

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交通状况和道路几何对高速公路交通事故严重性的非线性影响:机器学习方法
本研究的目的是探讨交通状况和道路几何形状的非线性和阈值效应,以及它们之间的相互作用对交通事故严重程度的影响。与之前主要将道路线形定性为直线或曲线、平坦或倾斜的研究不同,本研究侧重于事故地点的道路几何设计要素。此外,本研究还考虑了事故发生当天的交通状况,而不是像之前的研究那样考虑年平均交通流量数据。为此,我们收集了中国 G42 高速公路遂宁段的道路设计文件、交通相关数据以及 2023 年的事故数据。利用该数据集,我们测试了四种机器学习模型的分类性能,包括极端梯度提升模型、梯度提升决策树模型、随机森林模型和轻梯度提升机模型。采用最优随机森林模型来识别影响交通事故严重性的关键因素,并引入部分依存图来直观显示严重性与各种单因素和双因素变量之间的关系。结果表明,卡车比例、日交通量、斜坡长度、道路坡度、曲率和曲线长度都对事故严重性有显著的非线性和阈值影响。这揭示了在本研究中考察的高速公路路段上,不同的道路和交通特征与不同程度的事故严重性有关。本研究的结果将为公路设计和日常安全管理提供以数据为导向的建议,以降低交通事故的严重性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
PLoS ONE
PLoS ONE 生物-生物学
CiteScore
6.20
自引率
5.40%
发文量
14242
审稿时长
3.7 months
期刊介绍: PLOS ONE is an international, peer-reviewed, open-access, online publication. PLOS ONE welcomes reports on primary research from any scientific discipline. It provides: * Open-access—freely accessible online, authors retain copyright * Fast publication times * Peer review by expert, practicing researchers * Post-publication tools to indicate quality and impact * Community-based dialogue on articles * Worldwide media coverage
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