华南理工大学学报(自然科学版) ›› 2019, Vol. 47 ›› Issue (11): 1-9.doi: 10.12141/j.issn.1000-565X.190032

• 交通运输工程 •    下一篇

提示距离和初始速度对高速出口驾驶行为的影响

符锌砂 杜锦涛 何石坚
  

  1. 华南理工大学 土木与交通学院,广东 广州 510640
  • 收稿日期:2019-01-23 修回日期:2019-06-27 出版日期:2019-11-25 发布日期:2019-10-02
  • 通信作者: 何石坚(1993-) ,男,博士生,主要从事道路线形设计与交通安全研究. E-mail:370793715@qq.com
  • 作者简介:符锌砂(1955-) ,男,博士,教授,博士生导师,主要从事道路线形设计原理与方法、计算机辅助设计研究. E-mail: fuxinsha@163.com
  • 基金资助:
    国家自然科学基金资助项目( 51778242,51978283) ; 国家自然科学基金青年科学基金资助项目( 51808370) ; 广东省交通运输厅科技项目( 科技 2016-02-040; 科技 2014-01-020)

Effects of Guide Distance and Initial Speed on Driving Behavior at Expressway Exit

FU Xinsha DU Jintao HE Shijian#br#   

  1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China
  • Received:2019-01-23 Revised:2019-06-27 Online:2019-11-25 Published:2019-10-02
  • Contact: 何石坚(1993-) ,男,博士生,主要从事道路线形设计与交通安全研究. E-mail:370793715@qq.com
  • About author:符锌砂(1955-) ,男,博士,教授,博士生导师,主要从事道路线形设计原理与方法、计算机辅助设计研究. E-mail: fuxinsha@163.com
  • Supported by:
    Supported by the National Natural Science Foundation of China( 51778242,51978283) and the National Natural Science Foundation for Young Scholars( 51808370)

摘要: 出口提示距离和初始速度对驾驶行为的影响直接关系到高速公路出口段的交通安全. 为了分析二者的不同组合对驾驶行为的影响效应,在设计速度为 100 km /h 的山区高速公路服务区出口路段进行了 3 种出口提示距离( 700、500 和 300 m) 与 3 种初始速度( 超速状态 110 km /h、达速状态 100 km /h 和未达速状态 90 km /h) 组合条件下的驾驶行为实车试验,对减速车道渐变段起点处的断面行驶速度、最大减速度、变道初始位置等驾驶行为特征参数进行了采集和分析. 试验分析结果表明: 出口提示距离和初始速度均会对减速车道渐变段起点处的断面行驶速度造成显著影响,各种组合下减速车道渐变段起点断面行驶速度比主线设计速度降低 8 ~ 18 km /h; 最大减速度受初始速度的影响显著,但是受出口提示距离的影响不显著,出口提示距离为 700 m 时达速和超速状态下车辆会出现不同于其他组合条件下的二次减速现象; 出口提示距离是影响变道起始位置的关键因素,出口提示距离为 300 m 时,初始速度能够影响变道起始位置,随出口提示距离增大,初始速度对变道起始位置的影响变得不明显. 文中试验结果可以为深入理解高速公路出口驾驶行为变化规律和优化出口设计提供参考.

关键词:

Abstract: The influence of guide distance and initial speed on driving behavior is directly related to the traffic safety in expressway exit. In order to analyze the effects of different combinations of the two factors on driving behavior,na- turalistic driving experiments under nine combination conditions were carried out on the exit section of a mountainous expressway service area with the design speed of 100 km/h. The combination conditions contained three kinds of exit guide distances ( 700,500 and 300m) and three initial speeds ( 110,100 and 90 km/h) . The driving behavior cha- racteristic parameters such as the speed at the portal of the starting of deceleration lane,the maximum deceleration and the starting position of lane-changing behavior,were collected and analyzed. The results show that both the exit guide distance and the initial speed have a significant effect on the speed at the portal of the starting of deceleration lane,which is 8 ~18km/h lower than the design speed under all combination conditions. The maximum deceleration is significantly affected by the initial speed but not by the exit guide distance. When the exit guide distance is 700m and the initial speed is 100km/h or 110km/h,there is a twice deceleration phenomenon which differs from that under other conditions. Exit guide distance is the key factor to influence the starting position of lane-changing behavior. Specifically,when the exit guide distance is 300m,the initial speed could obviously influence the starting position of lane-changing; while the influence became less obvious as the exit guide distance increase. The results can provide a reference for understanding the changing rules of expressway driving behavior and optimizing export design.

Key words: driving behavior, expressway exit, exit guide distance, initial speed, driving safety