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Study on Critical load position and Cracking in asphalt layer of Continuously Reinforced Concrete Composite Asphalt Pavement

机译:连续钢筋混凝土复合沥青路面沥青层临界负荷位置及裂缝研究

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This paper is mainly focused on the structure characteristics and the flaws of existing studies of CRC+AC composite pavement, mechanics theory and finite element method are applied to establish CRC+AC composite pavement finite element models based on crack pattern, the critical load position of CRC+AC composite pavement is found out under different crack spacing, and cracks on the AC layer extended mechanisms have been studied. The results show that: critical load position may appear in the horizontal cracks in the middle of the edge and vertical of the central free edge; in the long-term effect of traffic load, AC layer surface because of traffic loads, temperature effects, quality of construction, materials, aging and other factors produce longitudinal and transverse cracking. CRC layer transverse cracks in the bottom layers of the corresponding region AC will also have cracks, and finally forms reflective crack on the AC layer surface. The results can provide a basis for rational design of CRC+AC composite pavement.
机译:本文主要集中于结构特征和现有CRC + AC复合路面的研究的缺陷,力学理论和有限元方法应用于基于裂纹图案,的临界载荷位置建立CRC + AC复合路面有限元模型CRC + AC复合路面被不同裂缝间距下发现的,并在交流层扩展机制的裂纹进行了研究。结果表明:临界载荷位置可能会出现在中间的边缘的和垂直的中心自由边缘的水平裂缝;在业务负载的长期效果,因为流量负载,温度影响,施工的质量,材料,老化和其他因素的AC层表面产生纵向和横向开裂。在对应的区域AC的底层CRC层横向裂纹也将有裂纹,和最终形成AC层表面上的反射裂纹。该研究结果可为CRC + AC复合式路面的合理设计的基础。

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