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三维停车距离控制在分离的高速公路超车道上

Three-dimensional stopping sight distance control on passing lanes of divided highways

作者:Stergios Mavromatis;Fotis Mertzanis;Giorgos Kleioutis;Basil Psarianos;

关键词:Stopping Sight Distance (SSD),3D road alignment,Design consistency,Safety

DOI:https://doi.org/10.1007/s12544-016-0196-6

发表时间:2016年

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摘要

引言分岔高速公路超车道的停车视距控制是目前研究者们的一个讨论点。解决该问题的 3D 方法被研究人员和当代设计政策视为该问题的整体解决方案。本文旨在通过基于分析和设计值的格式提出合理且实用的设计解决方案来解决该问题。方法解决方案包括对 3-D 的现实描述高速公路配置和沿车辆实际路径的停车操作的 3D 车辆运动学计算。作者之前开发了一种 SSD 控制方法,该方法同时将道路的 3D 配置与沿实际道路路径移动的车辆的运动学相关联,作为评估直接与道路相关的关键设计参数的工具。 SSD 充足性。结果一个相当舒适的对准情况,由左弯曲分开的高速公路与许多水平-垂直布置的顶部垂直曲线参数重叠组成,进行了检查,其中在紧急制动过程中 SSD 不足的大范围区域被检查结论作者提出,在左弯分开的高速公路上实现 SSD 充足性的最佳解决方案是增加物体高度。通过避免横向加宽或特定地点的速度限制,这将保持设计的一致性和驾驶员的期望。更具体地说,建议物体高度等于驾驶员的高度 1.08 m (AASHTO 2011)。这将需要在停车灯当前低于此水平的车辆上安装额外的停车灯。虽然这样的要求对于当前的车队来说是不可行的,但汽车行业以及道路设计指南应该在不久的将来解决这个问题。


Abstract

IntroductionStopping Sight Distance control of passing lanes of divided highways represents currently a discussion point among researchers. A 3-D approach to address the issue is accepted as the overall solution to the problem by both researchers and contemporary design policies. This paper aims to contribute to the problem by presenting a sound and practical design solution to it with an analytic and a design values based format.MethodsThe solution approach consists of both a realistic description of the 3-D highway configuration and a 3-D vehicle kinematics calculation of the stopping maneuver along the vehicle’s actual path. A SSD control method, previously developed by the authors’, that relates concurrently the 3D configuration of a roadway to the kinematics of a vehicle moving along the actual roadway path, is applied, as a tool for the assessment of critical design parameters directly related to SSD adequacy.ResultsA rather comfortable alignment case consisting of a left curved divided highway overlapped with crest vertical curve parameters for numerous horizontal—vertical arrangements is examined, where an extensive area of SSD inadequacy during emergency braking procedure is reported.ConclusionsThe authors propose that the optimal solution to achieve SSD adequacy on left curved divided highways is to increase object height. This would preserve design consistency as well as driver expectations, by avoiding the need for lateral widening or site-specific speed limits. More specifically the object height is suggested to be equivalent to the driver’s height of 1.08 m (AASHTO 2011). This would require additional stop lights on those vehicles whose stop lights are currently below this level. Although such a requirement regarding the current vehicle fleet is not feasible, vehicle industries as well as road design guidelines should address this issue in the near future.