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THE STRESS ANALYSIS OF ASPHALT OVERLAY STRUCTURE WITH THE PRESENCE OF CONCRETE PAVEMENT BASE VOID AND THE TREATMENTS

机译:沥青覆盖结构的应力分析与混凝土路面底座空隙和治疗的存在

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A model was created to analyze the stress of asphalt composite structure, composed with concrete pavement and asphalt overlay above with the existence of concrete pavement base void. The results indicated that the stresses of composite structure are actively affected by the area of the void. The increase range is directly proportional to the degree of base void' area.The results have the important effect on the treatments to the base void.Because the low modulus and thin layer asphalt mixture was set up, the stresses were reduced in relief. Those results above displayed that the low modulus and thin layer asphalt mixture is a good structure, which can reduce the stresses of the asphalt overlay obviously. The mixture has an important direction of design for asphalt overlay on concrete pavement.
机译:创建了一种模型,以分析沥青复合结构的应力,与上面的混凝土路面和沥青覆盖物组成,以存在混凝土路面空隙。结果表明,复合结构的应力受到空隙面积的主动影响。增加范围与基础空隙的程度成正比。结果对碱空隙的治疗具有重要影响。因为已经建立了低模量和薄层沥青混合物,减少了抑制的应力。上面的结果显示,低模量和薄层沥青混合物是一种良好的结构,可以明显降低沥青覆盖物的应力。该混合物具有混凝土路面上的沥青覆盖的重要方向。

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