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Two-Vehicle Injury Severity Models Based on Integration of Pavement Management and Traffic Engineering Factors

机译:基于路面管理与交通工程因素集成的两车伤害严重度模型

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Objective: The severity of traffic-related injuries has been studied by many researchers in recent decades. However, the evaluation of many factors is still in dispute and, until this point, few studies have taken into account pavement management factors as points of interest. The objective of this article is to evaluate the combined influences of pavement management factors and traditional traffic engineering factors on the injury severity of 2-vehicle crashes. Methods: This study examines 2-vehicle rear-end, sideswipe, and angle collisions that occurred on Tennessee state routes from 2004 to 2008. Both the traditional ordered probit (OP) model and Bayesian ordered probit (BOP) model with weak informative prior were fitted for each collision type. The performances of these models were evaluated based on the parameter estimates and deviances. Results: The results indicated that pavement management factors played identical roles in all 3 collision types. Pavement serviceability produces significant positive effects on the severity of injuries. The pavement distress index (PDI), rutting depth (RD), and rutting depth difference between right and left wheels (RD df) were not significant in any of these 3 collision types. The effects of traffic engineering factors varied across collision types, except that a few were consistently significant in all 3 collision types, such as annual average daily traffic (AADT), rural-urban location, speed limit, peaking hour, and light condition. Conclusions: The findings of this study indicated that improved pavement quality does not necessarily lessen the severity of injuries when a 2-vehicle crash occurs. The effects of traffic engineering factors are not universal but vary by the type of crash. The study also found that the BOP model with a weak informative prior can be used as an alternative but was not superior to the traditional OP model in terms of overall performance.
机译:目的:近几十年来,许多研究人员对交通相关伤害的严重性进行了研究。但是,许多因素的评估仍然存在争议,并且直到现在,很少有研究将路面管理因素作为关注点。本文的目的是评估路面管理因素和传统交通工程因素对两车祸伤害严重程度的综合影响。方法:本研究调查了2004年至2008年在田纳西州州际路线上发生的两车追尾,侧滑和角度碰撞。适合每种碰撞类型。这些模型的性能是根据参数估计值和偏差来评估的。结果:结果表明,路面管理因素在所有3种碰撞类型中均发挥相同的作用。路面可使用性对伤害的严重程度产生了明显的积极影响。在这三种碰撞类型中的任何一种中,路面遇险指数(PDI),车辙深度(RD)和左右车轮之间的车辙深度差(RD df)均不显着。交通工程因素的影响因碰撞类型而异,除了在所有三种碰撞类型中始终具有显着影响外,例如年平均每日交通量(AADT),城乡位置,限速,高峰时间和光照条件。结论:这项研究的结果表明,当两车相撞发生时,改善的路面质量并不一定能减轻受伤的严重性。流量工程因素的影响并不普遍,但会因崩溃类型而异。该研究还发现,具有较弱先验信息的BOP模型可以用作替代方法,但在整体性能方面并不优于传统OP模型。

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