CORRELATION ROAD GEOMETRIC ON ROAD DAMAGE

Y. Astor, Ananda Amatory Zahra, A. V. Sihombing
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Abstract

The implementation of safe road infrastructure can be defined by the minimum number of traffic accidents that occur on these roads. Traffic accidents can caused by several factors, encompassing the geometric attributes of the road, characteristics of vehicles, human elements, and environmental conditions. Previous studies have identified specific geometric features, including superelevation, degree of curvature, road slope, and shoulder type, as influential factors in traffic accidents. Simultaneously, the state of the pavement, characterized by issues such as rutting, potholes, IRI value, and skid resistance, also plays a crucial role in traffic accident. The interplay between road geometric and pavement conditions underscores the importance of effective road management for ensuring safety. Existing research highlights a correlation between road geometric and road damage, with the Pavement Condition Index (PCI) directly correlating with road and shoulder width, and inversely correlating with transverse and longitudinal road slope. This phenomenon is, in part, attributed to heightened shear strain on narrow road shoulders and a reduction in the resilience modulus value of the subgrade on sloped roads.
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道路几何对道路损坏的相关性
安全道路基础设施的实施可以用这些道路上发生的交通事故的最低数量来定义。交通事故可能由多种因素造成,包括道路的几何属性、车辆特性、人为因素和环境条件。以往的研究发现,具体的几何特征,包括高程、曲率、道路坡度和路肩类型,都是交通事故的影响因素。同时,以车辙、坑洼、IRI 值和抗滑性等问题为特征的路面状况也在交通事故中发挥着至关重要的作用。道路几何状况和路面状况之间的相互作用凸显了有效的道路管理对确保安全的重要性。现有研究强调了道路几何与道路损坏之间的相关性,路面状况指数(PCI)与路面和路肩宽度直接相关,与道路横向和纵向坡度成反比。造成这种现象的部分原因是狭窄路肩的剪切应变增大,以及倾斜道路路基的回弹模量值降低。
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