中国安全科学学报 ›› 2026, Vol. 36 ›› Issue (6): 203-212.doi: 10.16265/j.cnki.issn1003-3033.2026.06.0214

• 公共安全与应急管理 • 上一篇    下一篇

降雨-交通协同致灾下道路安全风险评估

陈东健1,2()   

  1. 1 武汉理工大学 管理学院, 湖北 武汉 430070
    2 应急管理大学 安全工程学院, 河北 廊坊 065201
  • 收稿日期:2026-01-18 修回日期:2026-04-22 出版日期:2026-06-28
  • 作者简介:

    陈东健 (1995—),男,河北唐山人,博士研究生,讲师,主要从事交通运输安全风险管理、风险预警等方面的研究。E-mail:

  • 基金资助:
    中国物流与采购联合会面上项目(20235CSLKT3-503); 华北科技学院校内科技基金资助(3142025006)

Road safety risk assessment under synergistic effects of rainfall and traffic

CHEN Dongjian1,2()   

  1. 1 School of Management, Wuhan University of Technology, Wuhan Hubei 430070, China
    2 Safety Engineering College, University of Emergency Management, Langfang Hebei 065201, China
  • Received:2026-01-18 Revised:2026-04-22 Published:2026-06-28

摘要:

针对当前道路灾害预警过度依赖单一降雨阈值、难以反映降雨-交通协同致灾作用,且传统数值模拟方法计算效率低、不能满足实时预警需求的痛点,提出降雨-交通协同致灾作用下的道路安全风险评估模型。首先,基于改进的入渗理论与水力-力学耦合机制,提出基于含水率和剪切应力的道路含水安全指数(SI)和稳定性SI;其次,创新性地引入交通扰动指数,分析重型车辆动荷载耦合路基降雨软化后对道路安全风险产生的协同致灾影响,从而构建出基于降雨-交通影响的耦合安全风险评估模型;为确保模型的普适性与可靠性,依据相关规范和理论确立不同道路安全风险状态的预警阈值,分析土质变异、极端交通及间歇性降雨等多维工况的适用性,并进行系统验证。结果表明:与传统有限元方法相比,本文提出的耦合安全风险评估模型在计算效率提升的基础上,不仅能准确复现精细数值模拟的稳定性演化过程,还能敏锐捕捉“小雨+重载”及间歇降雨下的风险累积效应。

关键词: 降雨-交通, 协同致灾, 道路安全, 风险评估, 含水率, 交通扰动

Abstract:

To address the limitations of current road disaster early warning systems which overly relied on a single rainfall thresholds, failed to reflect the synergistic disaster-causing effects of "rainfall-traffic", and could not meet the requirements of real-time early warning due to low computational efficiency of traditional numerical simulations,a road safety risk assessment model under rainfall-traffic synergistic hazard-inducing effects was proposed. Firstly, based on the improved infiltration theory and the hydro-mechanical coupling mechanisms, a road moisture safety index based on water content, and a stability safety index based on shear stress was constructed. Secondly, a traffic disturbance index was innovatively introduced to analyze the synergistic disaster-causing impacts of heavy vehicle dynamic loads coupling with rainfall-induced subgrade softening, establishing a coupled safety risk assessment model incorporating both rainfall and traffic effects. To ensure the general applicability and reliability of the model, grading warning thresholds for different road safety risk states were determined according to relevant specifications and theories. The applicability of the model under multidimensional working conditions, including soil-property variation, extreme traffic scenarios, and intermittent rainfall, was analyzed, and systematic verification was conducted. The results show that, compared with the traditional finite element method, the proposed coupled safety risk assessment model not only improves the computational efficiency while accurately reproducing the stability evolution process of the detailed numerical simulation, but also can sensitively capture the risk accumulation effects under "light rain + heavy load" and intermittent rainfall.

Key words: rainfall-traffic, synergistic effect, road safety, risk assessment, moisture content, traffic disturbance

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