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Analysis of water flow in an asphalt pavement surface layer with different thicknesses and different permeability coefficients

机译:具有不同厚度和不同渗透系数的沥青路面表面层水流分析

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摘要

The deleterious effect of water is a major factor that causes early degradation in hot mix asphalt (HMA) materials. The coefficient of permeability (k) is a parameter used to characterise HMA hydraulic transport properties. This study numerically evaluated the influence of the spatial distribution of k on the flow pattern within an asphalt surface layer with different thicknesses. Initially samples with different heights were prepared in the lab and cut in three parts and the air voids (AV) content and k values in each part were determined. From the experimental relationship between AV and k numerical simulations were conducted to characterise the transient flow inside an asphalt surface layer divided into sublayers in order to represent typical AV vertical distributions observed in the field. The results show that the heterogeneous distribution of k within the HMA layer could produce regions that are more susceptible to moisture damage due to the accumulation of water.
机译:水的有害效果是导致热混合沥青(HMA)材料中早期降解的主要因素。渗透率(k)系数是用于表征HMA液压传输性质的参数。该研究在数值上评估了k的空间分布在具有不同厚度的沥青表面层内的流动模式的影响。最初在实验室中制备具有不同高度的样品,并在三个部分中切割,测定每个部分中的空隙(AV)含量和k值。从AV和K之间的实验关系进行了数值模拟,以表征沥青表面层内的瞬态流量,该沥青表面层分为子层,以表示在该领域观察到的典型AV垂直分布。结果表明,HMA层内K的非均相分布可以产生由于水的积累而更容易受水分损坏的区域。

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