Zhang Liang, Huang Zhongxiang, Kuang Aiwu, Yu Jie, Zhu Lei, Yang Songtao
School of Traffic and Transportation Engineering, Changsha University of Science and Technology, Changsha, China.
Civil Engineering, Hunan City College, Yiyang, China.
PLoS One. 2025 Apr 8;20(4):e0319831. doi: 10.1371/journal.pone.0319831. eCollection 2025.
The potential factors contributing to safety risks on mountainous freeways exhibit significant seasonal clustering and temporal correlations. However, these temporal characteristics have not been accurately captured by existing crash modeling methods, which severely compromise model fit and may lead to erroneous conclusions. This study makes three major contributions. Firstly, a multidimensional crash dataset involving design features, traffic conditions, pavement performance, and weather conditions was established based on eight quarterly datasets of mountain freeways in China. Secondly, two new crash modeling methods considering temporal correlations were proposed. The first model embedded an autoregressive structure and a time linear trend function within a Poisson model, while the second model incorporated an autoregressive structure and time-varying regression coefficients within a Poisson model. The superiority of the new models over seven existing time-correlated models was validated in terms of goodness-of-fit and prediction accuracy, and the significant associations between crash frequencies across different quarters were also confirmed. Moreover, this study quantitatively analyzed the causes of crash frequency on mountainous freeways in China, revealing several significant conclusions. For instance, special road sections such as interchanges, tunnels, and service areas exhibit higher crash risks. Increased traffic volumes, especially with a higher proportion of trucks, are associated with elevated crash risks. Enhancing pavement smoothness and skid resistance was found to effectively mitigate crashes. Moderate rainfall increases crash risks, whereas heavy rainfall alters travel plans and paradoxically reduces crash frequency. To the best of our knowledge, this study introduced the first temporal correlation modeling method specifically addressing the unique temporal characteristics of safety-influencing factors on China's mountainous freeways, offering valuable insights for the development of effective safety countermeasures.
山区高速公路安全风险的潜在影响因素呈现出显著的季节性聚集和时间相关性。然而,现有的碰撞事故建模方法未能准确捕捉这些时间特征,这严重影响了模型拟合效果,并可能导致错误的结论。本研究做出了三项主要贡献。首先,基于中国山区高速公路的八个季度数据集,建立了一个包含设计特征、交通状况、路面性能和天气条件的多维碰撞事故数据集。其次,提出了两种考虑时间相关性的新型碰撞事故建模方法。第一种模型在泊松模型中嵌入了自回归结构和时间线性趋势函数,而第二种模型在泊松模型中纳入了自回归结构和时变回归系数。通过拟合优度和预测准确性验证了新模型相对于七种现有的时间相关模型的优越性,同时也证实了不同季度碰撞事故频率之间的显著关联。此外,本研究对中国山区高速公路碰撞事故频率的成因进行了定量分析,得出了几个重要结论。例如,互通式立交、隧道和服务区等特殊路段的碰撞风险较高。交通流量增加,尤其是卡车比例较高时,碰撞风险也会升高。提高路面平整度和抗滑性能可有效减少碰撞事故。适度降雨会增加碰撞风险,而暴雨会改变出行计划,反而降低碰撞事故频率。据我们所知,本研究首次引入了专门针对中国山区高速公路安全影响因素独特时间特征的时间相关性建模方法,为制定有效的安全对策提供了有价值的见解。