CHEN Jun-jie, CAI Bo-gen, SHANGGUAN Wei, WANG Jian, CHAI Lin-guo. Slot control optimization of intelligent platoon for dual-lane two-way overtaking behavior[J]. Journal of Traffic and Transportation Engineering, 2019, 19(2): 178-190. doi: 10.19818/j.cnki.1671-1637.2019.02.016
Citation: CHEN Jun-jie, CAI Bo-gen, SHANGGUAN Wei, WANG Jian, CHAI Lin-guo. Slot control optimization of intelligent platoon for dual-lane two-way overtaking behavior[J]. Journal of Traffic and Transportation Engineering, 2019, 19(2): 178-190. doi: 10.19818/j.cnki.1671-1637.2019.02.016

Slot control optimization of intelligent platoon for dual-lane two-way overtaking behavior

doi: 10.19818/j.cnki.1671-1637.2019.02.016
More Information
  • A model of single vehicle overtaking a platoon on the dual-lane two-way road was established, and the key factors affecting the range of dangerous overtaking zone were analyzed. The step-by-step algorithm was designed when single vehicle overtakes the platoon. The relationship among the speeds of the vehicles before and after the safety slot, the speed of the overtaking vehicle entering the platoon and the safety slot range of the platoon was studied. The speed matching scheme with the minimum safety slot required for the vehicle to overtake the platoon was proposed. The objective function of the algorithm was established, and the following assumptions were made in the maximum allowable overtaking time: the overtaking vehicle and platoon travelled the longest distance, the overtaking vehicle overtaked the platoon by the most vehicles, and the acceleration and deceleration of front and rear vehicles were the minimum in the forming process of safety slot. The hierarchical constrained multi-objective optimization method based on the improved particle swarm was proposed to provide the algorithm with the optimized three-level speed guidance strategy. Analysis result shows that the overtaking dangerous zone on dual-lane two-way road is positively correlated with the number of vehicles in the platoon and the velocities of the opposite vehicles. The improved particle swarm optimization algorithm has stronger robustness and faster convergence than the traditional algorithm, and the average convergence time reduces by 39.2%. In the step-by-step process that the single vehicle overtakes the platoon, the average speed of the vehicles in the platoon increase by 9.04%, which means that in the forming process of safety slot, although the speeds of some vehicles decrease, the overall average speed of the platoon increases. The average speed of overtaking vehicle increases by 16.8%, which means that in the overtaking process, not only is the safety of overtaking vehicle guaranteed, but also its operating efficiency is improved.

     

  • loading
  • [1]
    ZHANG Wen-hui, DAI Jing, PEI Yu-long, et al. Drivers' visual search patterns during overtaking maneuvers on freeway[J]. International Journal of Environmental Research and Public Health, 2016, 13: 1-15.
    [2]
    RAWAT K, KATIYAR V K, GUPTA P. Two-lane traffic flow simulation model via cellular automaton[J]. International Journal of Vehicular Technology, 2012, 2012: 1-6.
    [3]
    WANG Run-qi, ZHOU Yong-jun, XIAO Chuan-en. Calculation method of overtaking sight distance for dual-lane highway[J]. Journal of Traffic and Transportation Engineering, 2011, 11 (3): 68-73. (in Chinese). doi: 10.3969/j.issn.1671-1637.2011.03.012
    [4]
    XU Lun-hui, HU San-gen, WU Shuai, et al. Overtaking model for two-lane highway considering vehicle running characteristics[J]. Journal of South China University of Technology (Natural Science Edition), 2015, 43 (4): 7-13, 27. (in Chinese). doi: 10.3969/j.issn.1000-565X.2015.04.002
    [5]
    CHENG Sen-lin, WANG Chuan-hai, ZHANG Shuang-teng, et al. Study on control strategy for personalised lane-change on highway[J]. The Journal of Engineering, 2018, 2018 (16): 1724-1730. doi: 10.1049/joe.2018.8269
    [6]
    LLORCA C, MORENO A T, GARCIA A. Modelling vehicles acceleration during overtaking manoeuvres[J]. IET Intelligent Transport Systems, 2016, 10 (3): 206-215. doi: 10.1049/iet-its.2015.0035
    [7]
    ATOMBO C, WU Chao-zhong, ZHONG Ming, et al. Investigating the motivational factors influencing drivers intentions to unsafe driving behaviours: speeding and overtaking violations[J]. Transportation Research Part F: Traffic Psychology and Behavior, 2016, 43: 104-121. doi: 10.1016/j.trf.2016.09.029
    [8]
    RONG Jian, LIU Shi-jie, SHAO Chang-qiao, et al. Application of overtaking model in two-lane highway simulation system[J]. Journal of Highway and Transportation Research and Development, 2007, 24 (11): 136-139. (in Chinese). doi: 10.3969/j.issn.1002-0268.2007.11.030
    [9]
    DANG Rui-na, WANG Jian-qiang, LI Ke-qiang, et al, Driver lane change characteristics for various highway driving conditions[J]. Journal of Tsinghua University (Science and Technology), 2013, 53 (10): 1481-1485. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QHXB201310022.htm
    [10]
    WANG Chang, FU Rui, ZHANG Qiong, et al. Research on parameter TTC characteristics of lane change warning system[J]. China Journal of Highway and Transport, 2015, 28 (8): 91-100, 108. (in Chinese). doi: 10.3969/j.issn.1001-7372.2015.08.012
    [11]
    XU Lei, PENG Jin-shuan. Simulation and analysis on overtaking lane change based on Simulink and Carsim[J]. Science Technology and Engineering, 2014, 14 (29): 300-303. (in Chinese). doi: 10.3969/j.issn.1671-1815.2014.29.058
    [12]
    BAI Wei, LI Cun-jun. Overtaking model based on different limiting speed[J]. Journal of Transportation Systems Engineering and Information Technology, 2013, 13 (2): 63-68, 95. (in Chinese). doi: 10.3969/j.issn.1009-6744.2013.02.010
    [13]
    XIONG Xiao-xia, CHEN Long, LIANG Jun, et al. A study on the driving behavior prediction of dangerous lane change[J]. Automotive Engineering, 2017, 39 (9): 1040-1046, 1067. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-QCGC201709010.htm
    [14]
    LI Xun, QU Shi-ru, XIA Yu. Cooperative lane-changing rules on multilane under condition of cooperative vehicle and infrastructure system[J]. China Journal of Highway and Transport, 2014, 27 (8): 97-104. (in Chinese). doi: 10.3969/j.issn.1001-7372.2014.08.013
    [15]
    MILANÉS V, LLORCA D F, VILLAGRÁ J, et al. Intelligent automatic overtaking system using vision for vehicle detection[J]. Expert Systems with Applications, 2012, 39 (3): 3362-3373. doi: 10.1016/j.eswa.2011.09.024
    [16]
    CHEN Jun-jie, CAI Bai-gen, SHANGGUAN Wei, et al. Influence of Vehicle Cluster Driving Behavior on Traffic Flow Efficiency[C]//IEEE. 2017 Chinese Automation Congress. New York: IEEE, 2017: 6349-6354.
    [17]
    CHAPMAN J R, NOYCE D A. Influence of roadway geometric elements on driver behavior when overtaking bicycles on rural roads[J]. Journal of Traffic and Transportation Engineering (English Edition), 2014, 1 (1): 28-38. doi: 10.1016/S2095-7564(15)30086-6
    [18]
    ASAITHAMBI G, SHRAVANI F. Overtaking behavior of vehicles on undivided roads in non-lane based mixed traffic conditions[J]. Journal of Traffic and Transportation Engineering (English Edition), 2017, 4 (3): 252-261. doi: 10.1016/j.jtte.2017.05.004
    [19]
    YANG Xiao-guang, HUANG Luo-yi, WANG Yin-song, et al. A novel lane change and overtaking assist system design and implementation based on vehicle-to-vehicle communication[J]. Journal of Highway and Transportation Research and Development, 2012, 29 (11): 120-124. (in Chinese). doi: 10.3969/j.issn.1002-0268.2012.11.022
    [20]
    KINNEAR N, HELMAN S, WALLBANK C, et al. An experimental study of factors associated with driver frustration and overtaking intentions[J]. Accident Analysis and Prevention, 2015, 79: 221-230. doi: 10.1016/j.aap.2015.03.032
    [21]
    VLAHOGIANNI E I, GOLIAS J C. Bayesian modeling of the microscopic traffic characteristics of overtaking in two-lane highways[J]. Transportation Research Part F: Traffic Psychology and Behaviour, 2012, 15 (3): 348-357. doi: 10.1016/j.trf.2012.02.002
    [22]
    HAJEK W, GAPONOVA I, FlEISCHER K H, et al. Workload-adaptive cruise control—a new generation of advanced driver assistance systems[J]. Transportation Research Part F: Traffic Psychology and Behaviour, 2013, 20: 108-120. doi: 10.1016/j.trf.2013.06.001
    [23]
    KOSUN C, OZDEMIR S. An entropy-based analysis of lane changing behavior: an interactive approach[J]. Traffic Injury Prevention, 2017, 18 (4): 441-447. doi: 10.1080/15389588.2016.1204446
    [24]
    YU Yue, EL KAMEL A, GONG Guang-hong, Modeling and simulation of overtaking behavior involving environment[J]. Advances in Engineering Software, 2014, 67: 10-21.
    [25]
    DIXIT S, FALLAH S, MONTANARO U, et al. Trajectory planning and tracking for autonomous overtaking: State-of-the-art and future prospects[J]. Annual Reviews in Control, 2018, 45: 76-86. doi: 10.1016/j.arcontrol.2018.02.001
    [26]
    XU Guo-qing, LIU Li, OU Yong-sheng, et al. Dynamic modeling of driver control strategy of lane-change behavior and trajectory planning for collision prediction[J]. IEEE Transportations on Intelligent Transportation Systems, 2012, 13 (3): 1138-1155.
    [27]
    YANG Da, ZHENG Shi-yu, WEN Cheng, et al. A dynamic lane-changing trajectory planning model for automated vehicles[J]. Transportation Research Part C: Emerging Technologies, 2018, 95: 228-247.
    [28]
    SUH J, CHAE H, YI K. Stochastic model-predictive control for lane change decision of automated driving vehicles[J]. IEEE Transactions on Vehicular Technology, 2018, 67 (6): 4771-4782.
    [29]
    ZHU Wen-xing, ZHANG Li-dong. A new car-following model for autonomous vehicles flow with mean expected velocity field[J]. Physica A: Statistical Mechanics and its Applications, 2018, 492: 2154-2165.
    [30]
    SHAN Xiao-feng, XIA Dong, WANG Hao. Dilemma zone in two-lane highways[J]. Journal of Highway and Transportation Research and Development, 2007, 24 (3): 111-114. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200703025.htm

Catalog

    Article Metrics

    Article views (2198) PDF downloads(562) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return