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首页> 外文期刊>Transportation research >Investigating drivers' mandatory lane change behavior on the weaving section of freeway with managed lanes: A driving simulator study
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Investigating drivers' mandatory lane change behavior on the weaving section of freeway with managed lanes: A driving simulator study

机译:调查司机的强制性车道改变行为与管理车道的高速公路编织部分:驾驶模拟器研究

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Managed lanes (MLs) system has been widely implemented on freeways to mitigate congestion and improve efficiency. MLs are usually designed as concurrent with general-purpose lanes (GPLs), and separated by a barrier or painted stripe with several at-grade ingresses and egresses. However, these kinds of designs may result in weaving segments between ingress (egress) and on-ramp (off-ramp). For example, vehicles from on-ramp must cross multiple GPLs to get access to the ML This study aims to investigate the safety effects of weaving length, traffic condition, and driver characteristics on drivers' mandatory lane change behavior based on a driving simulator study. Mixed factorial design with two within-subject factors (traffic volume: off-peak and peak; speed harmonization (SH): SH and Non-SH) and one between-subject factor (weaving length per lane change (L-LC): 600 feet, 1000 feet, and 1400 feet) were employed in this study. Fifty-four licensed drivers were recruited to conduct this driving simulator experiment. Based on the experimental data, three lane change decision metrics (i.e., lane change merging gap, duration, and patience time), three lane change execution metrics (i.e., maximum longitudinal deceleration, lateral acceleration, and steering wheel angle), and two surrogate-safety metrics (i.e., number of conflicts and time exposed time-to-collision) were analyzed. Results indicated that for the ingress of MLs (entrance weaving segment), 1000 feet L-LC would be recommended if the space is limited, otherwise 1400 feet L-LC is preferable. For the egress of MLs (exit weaving segment), however, only 1000 feet L-LC. was recommended since 1400 feet L-LC was found to be significantly more dangerous than 600 and 1000 feet L-LC. Moreover, peak traffic condition could significantly increase the difficulty of lane change behavior on the weaving segments, and speed harmonization could significantly improve the lane change safety on the entrance weaving segments. Published by Elsevier Ltd.
机译:管理车道(MLS)系统已在高速公路中广泛实施,以减轻拥堵和提高效率。 MLS通常被设计为与通用通道(GPLS)的并发,并被屏障或涂漆条纹分开,具有几个处于级别的入口和出口。然而,这些类型的设计可能导致入口(出口)和斜坡上的段(OFF-RAMP)之间编织段。例如,来自On-RAMP的车辆必须交叉多个GPLS,以获得本研究的ML的访问旨在研究编织长度,交通状况和驾驶员特征的安全效果基于驾驶模拟器研究的驾驶员强制车道改变行为。混合因子设计与两个内部因素(交通量:Que-Peak和峰值;速度协调(SH):SH和非SH)和主题因子(每车道的编织长度(L-LC):600本研究采用了脚,1000英尺和1400英尺)。招募了五十四个持牌驱动程序来进行这款驾驶模拟器实验。基于实验数据,三个车道改变决策度量(即车道改变合并差距,持续时间和耐心时间),三个车道改变执行度量(即,最大纵向减速,横向加速度和方向盘角),以及两个代理分析了一系列安全度量(即,冲突数量和曝光时间碰撞)。结果表明,对于MLS(入口编织段)的入口,如果空间有限,则建议使用1000英尺L-LC,否则优选1400英尺L-LC。然而,对于MLS(退出织造段)的出口,仅为1000英尺L-LC。由于1400英尺L-LC被发现,由于1400英尺L-LC比600和1000英尺L-LC更危险,因此推荐。此外,峰值交通状况可以显着提高编织段上的车道变化行为的难度,并且速度协调可以显着改善入口编织段的车道变化安全。 elsevier有限公司出版

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