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

机译:考虑横向各向异性路面材料的沥青混凝土覆盖物的机械响应分析

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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:路面材料,包括未结合层和沥青混凝土(AC)已得到公认的交叉各向异性材料。进行该研究以调查道路材料交叉各向异性对沥青路面对沥青路面的机械响应的影响,或者在下层中存在的裂缝。为了促进本研究,开发了具有交流覆盖层的跨各向异性沥青路面的三维(3D)有限元模型(FEM)。应用FEM模拟来分析和比较表面挠度以及在不同水平的交流覆盖层中的临界应力和应变。数值结果表明,道路材料的横向各向异性特性对AC叠加层的机械响应具有重要影响:横向各向异性结构具有更大的患有失败的可能性,目前被忽视。结果表明,在沥青路面覆盖设计中应考虑道路材料的横向各向异性特性。

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