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An Optimization Design Method of Combination of Steep Slope and Sharp Curve Sections for Mountain Highways

机译:山区公路陡坡与急弯段组合的优化设计方法

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摘要

As it was found steep slope and sharp curve sections account for 14% of the accident-prone sections according to the accidents data in Chongqing. Regular design indices with certain thresholds are found not enough for this kind of mountain highways. The goal of this paper is to find an optimization design method for combination of steep slope and sharp curve sections based on the analysis of vehicle driving stability. The overall safety model of steep slope and sharp curve combined section is established, and the relevant coordination relationship between design indices of the front and rear alignment unit is established by using the operating speed estimation model. Taking the maximum slope length corresponding to the specified design speed as the design condition of the front segment, the threshold values and variation rules of the design indices of the rear segment under different design speeds are calculated ensuring driving safety. The safety model is simulated by CarSim software, the trajectory offset and lateral acceleration are used to indirectly reflect the degree of lateral instability, and the results are compared to verify the effectiveness of the simplified safety model established in this paper.
机译:根据重庆市的事故数据,发现陡坡和急弯段占事故多发区的14%。对于这类山区公路,发现具有一定阈值的常规设计指标还不够。本文的目的是在对车辆行驶稳定性进行分析的基础上,找到一种结合陡坡和急弯路段的优化设计方法。建立了陡坡与急弯结合段的整体安全模型,并利用运行速度估算模型建立了前后对准单元设计指标之间的协调关系。以指定设计速度对应的最大坡度为前段的设计条件,计算出不同设计速度下后段的设计指标的阈值和变化规律,以确保行车安全。通过CarSim软件对安全模型进行了仿真,利用轨迹偏移和横向加速度间接反映了横向失稳的程度,并对结果进行了比较,验证了本文建立的简化安全模型的有效性。

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  • 来源
    《Mathematical Problems in Engineering》 |2019年第6期|2416342.1-2416342.13|共13页
  • 作者

    Yue Lei; Wang Hui;

  • 作者单位

    Tongji Univ Key Lab Rd & Traff Engn Minist Educ Shanghai 201804 Peoples R China;

    Chongqing Univ Sch Civil Engn Chongqing 400045 Peoples R China;

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  • 正文语种 eng
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