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

被引:0
|
作者
Fu X. [1 ]
Du J. [1 ]
He S. [1 ]
机构
[1] School of Civil Engineering and Transportation, South China University of Technology, Guangzhou, 510640, Guangdong
基金
中国国家自然科学基金;
关键词
Driving behavior; Driving safety; Exit guide distance; Expressway exit; Initial speed;
D O I
10.12141/j.issn.1000-565X.190032
中图分类号
学科分类号
摘要
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, naturalistic driving experiments under nine combination conditions were carried out on the exit section of a mountainous expressway service area with the design speed of 100km/h. The combination conditions contained three kinds of exit guide distances (700, 500 and 300m) and three initial speeds (110, 100 and 90km/h). The driving behavior characteristic 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. © 2019, Editorial Department, Journal of South China University of Technology. All right reserved.
引用
收藏
页码:1 / 9
页数:8
相关论文
共 12 条
  • [11] Calvi A., Benedetto A., Blasiis De M.R., A driving simulator study of driver performance on deceleration lanes, Accident Analysis and Prevention, 45, pp. 195-203, (2012)
  • [12] Chen H., Zhou H., Lin P.-S., Freeway deceleration lane lengths effects on traffic safety and operation, Safety Science, 64, pp. 39-49, (2014)