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Premature Pavement Distresses of Cracks and Rutting Analysis and Mechanical Analysis in Ultra-Thin Asphalt Pavement

机译:超薄沥青路面裂缝的过早破损及车辙分析与力学分析

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The ultra-thin asphalt pavement with a thin surface layer compared to traditional pavement structure appears distinctive premature pavement distresses such as significant cracks and rutting. The research establishes models simulating National Highway 1 in Congo (Brazzaville) by MEPDG software. Considering load level and material properties, the research analyzes the reason of premature pavement distresses in ultra-thin asphalt pavement. By adjusting the key factors of modulus and thickness of each layer, the simulation arrives at the 95% reliability requirements of pavement structural strength such as down-top cracks and rutting. The research also predicts the performance of various pavement structures to resist high traffic growth rate, and draws conclusions about reasonable indicator trends of ultra-thin asphalt pavement.
机译:与传统的路面结构相比,具有薄表层的超薄沥青路面表现出明显的过早路面破损,例如明显的裂缝和车辙。该研究通过MEPDG软件建立了模拟刚果(布拉柴维尔)1号国道的模型。考虑到荷载水平和材料性能,研究分析了超薄沥青路面过早路面破损的原因。通过调整每层模量和厚度的关键因素,模拟得出了路面结构强度(如顶部裂缝和​​车辙)的95%可靠性要求。该研究还预测了各种路面结构抵抗高交通增长率的性能,并得出了有关超薄沥青路面合理指示趋势的结论。

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