Volume 41 Issue 4
Aug.  2023
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Article Navigation >  Journal of Transport Information and Safety  > 2023  >  41(4): 101-110
QIN Xiaolin, DU Zhigang, CHEN Ying, LIU Qingyi. A Study on the Shy Away Effects of Left-turn Vehicles at Urban Intersections[J]. Journal of Transport Information and Safety, 2023, 41(4): 101-110. doi: 10.3963/j.jssn.1674-4861.2023.04.011
Citation: QIN Xiaolin, DU Zhigang, CHEN Ying, LIU Qingyi. A Study on the Shy Away Effects of Left-turn Vehicles at Urban Intersections[J]. Journal of Transport Information and Safety, 2023, 41(4): 101-110. doi: 10.3963/j.jssn.1674-4861.2023.04.011
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A Study on the Shy Away Effects of Left-turn Vehicles at Urban Intersections

doi: 10.3963/j.jssn.1674-4861.2023.04.011

  • School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan 430063, China

  • Received Date: 2023-02-21
    Available Online: 2023-11-23
    Abstract
  • When a traffic barrier extends into the boundary of inner lane constructions at an urban road intersection, it may result in lateral deviations of vehicles and traffic risk. To examine how traffic barriers at urban planar intersections affect the avoidance behavior of left-turning vehicles, unmanned aerial vehicles (UAVs) are employed to record vehicle videos at three planar intersections. Subsequently, information of vehicle trajectories, speeds, and accelerations is extracted. The distributions of vehicle offsets and velocities in various lanes at intersection exits are analyzed. Additionally, the avoidance behavior of left-turning vehicles is examined. Results show that: ①vehicles not in the middle lane exhibit a greater tendency to shift toward the middle lane, while those in the middle lane maintain a more stable trajectory; ②after traveling 20 meters, drivers achieve a stable level of vehicle control, resulting in smooth trajectories and maintaining safe lateral distance with traffic barriers; ③over 85% of vehicles in the left lane keep away from the traffic barrier, exhibiting an average lateral offset of 0.278 meters, and about 60% of vehicles in the right lane away from the right side, showing an average offset distance of 0.116 meters; ④significant disparities exist in the velocity distribution of left-turning vehicles at various lanes of the interaction exit: the peak velocity, mean lateral acceleration, and mean longitudinal acceleration of left-turning vehicles in the left and right lanes are lower than those observed in the middle lane. Based on these findings, recommendations are made to improve the operation levels of urban road intersections: ①enlarge the width of the center divider and improve roadside clearance to align with the desired right-of-way width of the left lane; ②increase the lateral distance between rigid facilities and drivers; ③optimize rigid facilities in the exits about the flexibility to mitigate their psychological impact and lessen the driving burden; ④enhance the presence of roadway guide lines and reflective facilities to ensure the uninterrupted and uniform implementation of guiding elements and to boost drivers' perception of direction and speed, consequently to reduce the safety risks associated with over- or under-shy away effects.

     

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    • References(23)
  • [1]
    郭凤香, 熊昌安. 城市道路平面交叉口复杂度研究进展[J]. 科学技术与工程, 2021, 21(6): 2141-2150. https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS202106003.htm

    GUO F X, XIONG C A. A review of progress in studying the complexity degree of urban road intersection[J]. Science Technology and Engineering, 2021, 21(6): 2141-2150. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KXJS202106003.htm
    [2]
    MOLLU K, BIESBROUCK M, BROECKHOVEN L V, et al. Priority rule signalization under two visibility conditions: Driving simulator study on speed and lateral position[J]. Transportation Research Part F: Traffic Psychology and Behaviour, 2018, 58: 156-166. doi: 10.1016/j.trf.2018.06.011
    [3]
    邹常丰, 刘天阳, 胡宝雨. 无信号T型交叉口左转车辆驾驶行为对交通流的影响[J]. 重庆交通大学学报(自然科学版), 2022, 41(2): 44-51. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT202202007.htm

    ZHOU C F, LIU T Y, HU B Y. Traffic flow influence of driving behavior of left-turning vehicles at unsignalized T-intersection[J]. Journal of Chongqing Jiaotong University(Natural Science), 2022, 41(2): 44-51. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT202202007.htm
    [4]
    张高峰, 刘小明, 尚彦宇, 等. 基于高空视频图像的山地城市信号交叉口到达车辆运行特征分析[J]. 交通信息与安全, 2022, 40(4): 110-118, 127. https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS202204012.htm

    ZHANG G F, LIU X M, SHANG Y Y, et al. An analysis of operating characteristic of vehicles at signalized road intersections in mountainous cities based on aerial video data[J]. Journal of Transport Information and Safety, 2022, 40(4): 110-118, 127. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS202204012.htm
    [5]
    戴振华, 廖祺硕, 潘存书, 等. 城市干路交叉口右转车辆轨迹流线与曲率特性分析[J]. 交通信息与安全, 2022, 40(4): 157-166. https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS202204017.htm

    DAI Z H, LIAO Q S, PAN C S, et al. An analysis of trajectory streamline and curvature characteristics of right-turn vehicles at urban arterial road intersections[J]. Journal of Transport Information and Safety, 2022, 40(4): 157-166. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JTJS202204017.htm
    [6]
    冯仁科, 杜艳爽, 乔建刚. 基于驾驶员心生理反应的交叉口车辆减速特性[J]. 北京工业大学学报, 2019, 45(7): 679-684. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201907009.htm

    FENG R K, DU Y S, QIAO J G. Vehicle deceleration characteristics of intersection based on driver's physiological reaction[J]. Journal of Beijing University of Technology, 2019, 45(7): 679-684. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201907009.htm
    [7]
    苏文鹏. 基于驾驶人视觉特性的平面交叉口告知标志设置研究[D]. 北京: 中国人民公安大学, 2019.

    SU W P. Research on inform signs of grade intersection based on driver's visual characteristics[D]. Beijing: People's Public Security University of China, 2019. (in Chinese)
    [8]
    ZHENG L, ZHONG S, JIN P J, et al. Influence of lateral discomfort on the stability of traffic flow based on visual angle car-following model[J]. Physica A: Statistical Mechanics and its Applications, 2012, 391(23): 5948-5959.
    [9]
    WAN L, ZHOU M, LIU G, et al. Interactive influence analysis of tunnel lateral clearance on driving behavior using expressway field data[J]. Journal of Advanced Transportation, 2021, 2021: 5552099.
    [10]
    张志勇, 刘振, 蒋理. 车联网环境下考虑侧向间距的跟驰模型[J]. 长沙理工大学学报(自然科学版), 2021, 18(3): 62-68. https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG202103009.htm

    ZHANG Z Y, LIU Z, JIANG L. A car-following model considering lateral gap in vehicle networking environment[J]. Journal of Changsha University of Science and Technology(Natural Science), 2021, 18(3): 62-68. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNQG202103009.htm
    [11]
    DAI ZHENHUA, PAN CUNSHU, XIONG WENLEI, et al. Research on vehicle trajectory deviation characteristics on freeways using natural driving trajectory data[J]. International Journal of Environmental Research and Public Health, 2022, 19(22): 14695.
    [12]
    徐进, 张玉, 戴振华, 等. 人类自然驾驶状态下车辆轨迹摆动特性与车道宽度[J]. 汽车安全与节能学报, 2022, 13(4): 718-728. https://www.cnki.com.cn/Article/CJFDTOTAL-QCAN202204013.htm

    XU J, ZHANG Y, DAI Z H, et al. Vehicle trajectory oscillation characteristics and lane width control under human natural driving conditions[J]. Journal of Automotive Safety and Energy, 2022, 13(4): 718-728. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QCAN202204013.htm
    [13]
    庄稼丰, 李正军, 丁瑞, 等. 高速公路车辆轨迹摆动特征与小客车道宽度研究[J]. 交通运输系统工程与信息, 2023, 23(1): 324-336. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT202301034.htm

    ZHUANG J F, LI Z J, DING R, et al. Vehicles trajectory oscillation characteristics and passenger cars' lane width for freeways[J]. Journal of Transportation Systems Engineering and Information Technology, 2023, 23(1): 324-336. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT202301034.htm
    [14]
    CHEN Y, DU Z G, JIANG Z H, et al. Driver's shy away effect in urban extra-long underwater tunnel[J]. Promet-Traffic & Transportation, 2023, 35(4): 552-566.
    [15]
    吕能超, 王玉刚, 周颖, 等. 道路交通安全分析与评价方法综述[J]. 中国公路学报, 2023, 36(4): 183-201. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202304016.htm

    LYU N C, WANG Y G, ZHOU Y, et al. Review of road traffic safety analysis and evaluation methods[J]. China Journal of Highway and Transport, 2023, 36(4): 183-201. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL202304016.htm
    [16]
    杜志刚, 杨柳, 许富强, 等. 基于自解释的公路中央分隔带安全岛交通安全优化[J]. 公路, 2022, 67(9): 278-284. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL202209042.htm

    DU Z G, YANG L, XU F Q, et al. Traffic safety optimization of middle strip safety island based on self-explaining[J]. Highway, 2022, 67(9): 278-284. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL202209042.htm
    [17]
    陈莹, 杜志刚, 徐进, 等. 基于线形诱导的低等级公路弯道交通设施优化[J]. 公路, 2022, 67(10): 292-300. https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL202210049.htm

    CHEN Y, DU Z G, XU J, et al. Optimization of traffic facilities in curved roads of low-grade highways based on linear guidance[J]. Highway, 2022, 67(10): 292-300. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLGL202210049.htm
    [18]
    王振宏, 郭德俊. Gross情绪调节过程与策略研究述评[J]. 心理科学进展, 2003, 6: 629-634. https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD200306004.htm

    WANG Z H, GUO D J. Review of gross's research on emotion regulation process and strategy[J]. Advances in Psychological Science, 2003, 6: 629-634. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD200306004.htm
    [19]
    李彬, 徐富明, 王伟, 等. 损失规避的产生根源[J]. 心理科学进展, 2014, 22(8): 1319-1327. https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD201408012.htm

    LI B, XU F M, WANG W, et al. The origin of loss aversion[J]. Advances in Psychological Science, 2014, 22(8): 1319-1327. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD201408012.htm
    [20]
    刘欢, 梁竹苑, 李纾. 行为经济学中的损失规避[J]. 心理科学进展, 2009, 17(4): 788-794. https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD200904023.htm

    LIU H, LIANG Z Y, LI S. Loss aversion in behavior economics[J]. Advances in Psychological Science, 2009, 17(4): 788-794. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-XLXD200904023.htm
    [21]
    闫东方. 交叉口直行车道进出口中线偏移对出口道利用率影响研究[D]. 西安: 长安大学, 2020.

    YAN D F. Research on the impact of the through lane centerline offset on the utilization rate of the export lane at the intersection[D]. Xi'an: Chang'an university, 2020. (in Chinese)
    [22]
    崔强. 基于自然驾驶的互通立交匝道纵向运行特性研究[D]. 重庆: 重庆交通大学, 2018.

    CUI Q. The longitudinal operating characteristics of the interchange ramps based on naturalistic driving study[D]. Chongqing: Chongqing Jiaotong University, 2018. (in Chinese)
    [23]
    张志清, 李诗芸, 李晨, 等. 双车道公路小半径曲线段横向加速度特性[J]. 北京工业大学学报, 2019, 45(5): 452-458. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201905006.htm

    ZHANG Z Q, LI S Y, LI C, et al. Lateral acceleration characteristics of curves with small radius on two-lane highway[J]. Journal of Beijing University of Technology, 2019, 45(5): 452-458. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201905006.htm
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