Determination and prediction of pavement skid resistance–connecting research and practice

T.F. Fwa
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引用次数: 13

Abstract

Adequate pavement skid resistance is a key requirement for safe road operations. Unfortunately, the measurement and prediction of the skid resistance property of an in-service road pavement, or pavement mixture specimens in the laboratory, is a highly challenging process from both theoretical and practical points of view. For more than 60 years, owing to the lack of theoretical solutions to the complex tire-fluid-pavement interaction problem, the practice of pavement skid resistance determination and prediction has essentially been derived from experimental and field observed data. The rapid development of efficient numerical computational techniques and high-power computing facilities in the last two decades made it possible for researchers to numerically solve the tire-fluid-pavement interaction problem. It enables the numerical evaluation and prediction of high-speed wet skid resistance, and the determination of the tire-pavement kinetic friction coefficient in the evaluation of low-speed skid resistance. This paper presents a state-of-the-art review of the research development of theoretical mechanistic approaches in the determination and prediction of pavement skid resistance. It covers the following main aspects of the subject matter: (i) mechanisms of skid resistance generation in dry, wetted (i.e., damp), wet and flooded pavements; (ii) theoretical evaluation of pavement skid resistance in dry, wetted, wet and flooded states; (iii) theoretical approaches in pavement skid resistance prediction; and (iv) concepts of representing the skid resistance state of pavement. The capability of finite element simulation approach for wet skid resistance evaluation with good accuracy is explained. Also highlighted is the practical significance of the Concept of Skid Resistance State. Areas of practical applications of the concept, coupled with the simulation model, are introduced. They include applications in driving safety analysis, road safety design and control, design of paving mixtures, safety maintenance and management of pavements, and harmonization of skid resistance measurements and predictions.

路面抗滑性的确定与预测——连接研究与实践
足够的路面防滑性是安全道路运行的关键要求。不幸的是,从理论和实践的角度来看,对在役道路路面或实验室路面混合料样品的抗滑性能的测量和预测是一个极具挑战性的过程。60多年来,由于缺乏对复杂的轮胎-流体-路面相互作用问题的理论解决方案,路面防滑性能的测定和预测基本上都是基于实验和现场观测数据。近二十年来,高效数值计算技术和高性能计算设备的迅速发展,使数值求解轮胎-流体-路面相互作用问题成为可能。实现了高速湿滑性的数值评价和预测,以及低速湿滑性评价中轮胎-路面动摩擦系数的确定。本文综述了路面抗滑性测定和预测的理论力学方法的最新研究进展。它涵盖了主题的以下主要方面:(i)在干燥,潮湿(即潮湿),潮湿和淹水路面中产生防滑性的机制;(ii)干、湿、湿和淹水状态下路面抗滑性能的理论评价;(3)路面抗滑性预测的理论方法;(4)表示路面抗滑状态的概念。说明了有限元模拟方法具有较好的湿滑性评估精度的能力。同时强调了防滑状态概念的现实意义。介绍了该概念的实际应用领域,并结合仿真模型进行了介绍。它们包括在驾驶安全分析、道路安全设计和控制、铺装混合物设计、路面安全维护和管理以及防滑测量和预测的协调方面的应用。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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