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公路小半径曲线段外侧车道路侧事故概率预测 被引量:3

Probabilistic prediction of roadside accidents in outer lane of small radius curve sections of highways
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摘要 为降低小半径曲线段路侧事故概率,选取道路线形指标(圆曲线半径、硬路肩宽度、纵坡坡度、超高横坡度、圆曲线加宽)、路面状况(路面附着系数)、交通特性(车速、车型)8个路侧事故风险因素进行PC⁃crash仿真试验,收集12800组数据.采用CHAID(Chi⁃squared automatic interaction detection)决策树技术识别了影响路侧事故发生的显著性风险因素,探讨各种风险因素之间交互作用对路侧事故的影响,并利用贝叶斯网络构建了路侧事故概率预测模型.根据概率模型预测结果,提出了路侧事故多发路段判别方法,并进行案例验证.研究结果表明:对路侧事故影响程度最大的显著性风险因素为车速,其次为圆曲线半径、车型、路面附着系数和硬路肩宽度;当80 km/h<v≤100 km/h,300 m<R≤600 m时,设置硬路肩宽度≥1.5 m能够明显减少路侧事故风险;与小型客车相比,载重货车更易发生路侧事故,且硬路肩宽度对载重货车路侧事故有更显著的影响,当100 km/h<v≤120 km/h,300 m<R≤600 m时,设置硬路肩宽度≥2.25 m能够明显减少载重货车路侧事故风险. To reduce the probability of roadside accidents in small curve sections of highways,eight roadside accident risk factors including road geometric design indexes(horizontal curve radius,hard shoulder width,longitudinal slope,superelevation slope,and widen value of curve),pavement condition(adhesion coefficient),and traffic characteristics(running speed and vehicle type)were chosen to carry out PC⁃crash simulation test,and a total of 12800 accident data sets were collected.Chi⁃squared automatic interaction detection(CHAID)decision tree technique was employed to identify significant risk factors,and the comprehensive influence of the interaction of various factors on roadside accidents was discussed.These factors were then chosen as predictors of probability of roadside accidents in Bayesian network analysis to establish the probabilistic prediction model of roadside accidents.Finally,according to probabilistic prediction results,the identification method for roadside accidents black spots was proposed and verified through tests.Results show that running speed had the greatest effect on the occurrence of roadside accidents,followed by horizontal curve radius,vehicle type,adhesion coefficient,and hard shoulder width.When 80 km/h<v≤100 km/h and 300 m<R≤600 m,with the hard shoulder width not less than 1.5 m,the risk of roadside accidents could be significantly reduced.Compared with cars,trucks were more prone to be involved in roadside accidents,and the hard shoulder width had a more significant impact on the roadside accidents of trucks.When 100 km/h<v≤120 km/h and 300 m<R≤600 m,with the hard shoulder width not less than 2.25 m,the risk of roadside accidents of trucks could be significantly reduced.
作者 程国柱 程瑞 徐亮 CHENG Guozhu;CHENG Rui;XU Liang(School of Traffic and Transportation,Northeast Forestry University,Harbin 150040,China;Chongqing Key Laboratory of Traffic&Transportation(Chongqing Jiaotong University),Chongqing 404100,China;School of Civil Engineering,Changchun Institute of Technology,Changchun 130012,China)
出处 《哈尔滨工业大学学报》 EI CAS CSCD 北大核心 2021年第3期178-185,共8页 Journal of Harbin Institute of Technology
基金 中央高校基本科研业务费专项资金(2572019AB26) 国家自然科学基金面上项目(51778063) 教育部人文社会科学研究规划基金(18YJAZH009) 重庆市交通运输工程重点试验室开放基金(2018TE05)。
关键词 交通工程 概率预测 PC⁃crash CHAID决策树 贝叶斯网络 路侧事故 traffic engineering probabilistic prediction PC⁃crash CHAID decision tree Bayesian network roadside accidents
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  • 1裴玉龙.道路交通事故多发点质量控制鉴别法的改进[J].哈尔滨工业大学学报,2006,38(1):97-100. 被引量:21
  • 2景天然.道路条件与交通安全[M].上海:同济大学出版社,1990.
  • 3刘光远.译,世界预防道路交通伤害报告[M].北京:人民卫生出版社,2004:76-77.
  • 4Harwood W D, Council M F, Hauer E, et al. Prediction of the expected safety performance of rural two-lane highways[R]. Washington D C: Federal Highway Administration, 2000.
  • 5李长城.路侧安全灰色聚类评估方法研究[C]//交通部公路司.2004国际公路安全研讨会论文集.北京:人民交通出版社,2005:239-247.
  • 6Transportation Research Board. Roadside safety analysis program (RSAP) engineer's manual[R]. Washington D C.. NCHRP Report 492,2003.
  • 7AASHTO. Roadside design guide [R]. Washington D C.. American Association of State Highway and Transportation Officials, 2002.
  • 8Cooper, P. Analysis of roadside encroachments-single-vehicle run-off-road accident data analysis for five provinces [ R]. Vancouver: B C Research, 1980.
  • 9Perchonok K, Ranney T A, Baum A S, et al. Hazardous effects of highway features and roadside objects[R]. Washington D C: Federal Highway Administration, 1978.
  • 10郑恒,李长城,刘煜.基于贝叶斯网络的路侧安全评价方法[J].公路交通科技,2008,25(2):139-144. 被引量:24

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