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Development of Comprehensive Crash Models for Four-lane Divided Highways in Heterogeneous Traffic Condition

机译:异构交通条件下四车道划分公路综合崩溃模型的建立

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Traffic safety is of prime concern worldwide. Highway geometry should be designed for vehicle safety and efficiency. Several researches have been carried out to identify the factors contributing to road crashes and for finding measures to reduce the crash rate. One of the critical gaps in the management of highway safety is the lack of a reliable method for estimating the safety of an existing roadway with, widely varying road geometrics and vehicle mix. The focus of this work is mainly to quantify the relationship between geometric design characteristics and level of safety of intercity highways under heterogeneous traffic conditions. Study was carried out in a four-lane divided rural highway in Tamil Nadu, India and a relationship was established using statistical modeling technique. Crash Prediction Models (CPM) were developed by Poisson regression, Poisson-gamma and negative binomial modeling approach for three categories, namely, current ( i th ) segment, with preceding ( i-1 th )segment and with succeeding and preceding ( i+1&-1 th ) segments. Results showed the significance of identified variables and the effect of preceding and succeeding segments on the current segment in the case of CPM. Attempts were also made to develop operating speed models for curve and tangent elements. From the developed models, the effect of contiguous element on the operating speed could be understood.
机译:交通安全是全球首要关注的问题。公路几何形状应设计用于车辆安全和效率。已经进行了数项研究,以确定导致道路撞车的因素并寻找降低撞车率的措施。公路安全管理中的关键缺陷之一是缺乏一种可靠的方法来估算具有广泛变化的道路几何形状和车辆组合的现有道路的安全性。这项工作的重点主要是在异构交通条件下量化几何设计特征与城际公路安全水平之间的关系。研究在印度泰米尔纳德邦的一条四车道分开的农村公路上进行,并使用统计建模技术建立了关系。通过泊松回归,泊松伽玛和负二项式建模方法,针对当前类别(ith),前段(i-1),后段(i +)的三类,开发了碰撞预测模型(CPM)。 1&-1 th)段。结果显示了在CPM情况下,已识别变量的重要性以及前段和后段对当前段的影响。还尝试开发曲线和切线元素的运行速度模型。从开发的模型中,可以了解连续元素对运行速度的影响。

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