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Mechanical Response Analysis of Asphalt Concrete Overlay Placed on Asphalt Pavement Considering Cross-Anisotropic Pavement Materials

机译:考虑交叉各向异性路面材料的沥青混凝土覆盖层在沥青路面上的力学响应分析

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摘要

Pavement materials, including unbound layers and asphalt concrete (AC) have been recognized cross-anisotropic materials. This research is conducted to investigate the effects of road materials cross-anisotropy on mechanical response of AC overlay over asphalt pavement with or without cracking existing in the underlying layer. To facilitate this study, series of three-dimensional (3D) finite element model (FEM) of cross-anisotropic asphalt pavement with AC overlay are developed. The FEM simulations are applied to analyze and compare the surface deflection as well as critical stress and strain on AC overlay in different levels of cross-anisotropy. The numerical results reveal that cross-anisotropic properties of road materials have important effects on the mechanical response of AC overlay: the cross-anisotropic structure has more potential to suffer from failure, which has been currently neglected. It's indicated that cross-anisotropic properties of road materials should be considered in asphalt pavement overlay design.
机译:包括未粘结层和沥青混凝土(AC)在内的路面材料已被认为是交叉各向异性材料。进行这项研究是为了研究道路材料的交叉各向异性对沥青路面上AC覆盖层(无论是否存在裂缝)的机械响应的影响。为了促进这项研究,开发了一系列带有AC覆盖层的交叉各向异性沥青路面的三维(3D)有限元模型(FEM)。有限元模拟被用来分析和比较在不同水平的各向异性下,在AC覆盖层上的表面挠度以及临界应力和应变。数值结果表明,道路材料的横观各向异性特性对交流覆盖层的机械响应具有重要影响:横观各向异性结构更有可能遭受破坏,目前已被忽略。表明沥青路面铺面设计应考虑道路材料的横观各向异性。

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