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首页> 外文期刊>International Journal of Pavement Research and Technology >Investigation on surface characteristics of epoxy asphalt concrete pavement
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Investigation on surface characteristics of epoxy asphalt concrete pavement

机译:环氧沥青混凝土路面表面特性研究

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AbstractThe mechanical performance of epoxy asphalt concrete has been well reported in existing studies. This study investigated the surface characteristics of asphalt concrete, including the permeability, friction coefficient, moisture damage resistance and surface texture. The permeability test, dynamic friction test, Cantabro test, Hamburg test and laser texture scanning test were carried out for such investigations. Test results show that the permeability of the epoxy asphalt concrete was very low, which is desirable for protecting the steel deck. The friction coefficient can satisfy the requirement for steel deck bridge according to the Pendulum Number. However, it was found that the skid resistance could be a concern when the vehicle speed is higher than a certain level according to the dynamic friction test. The results suggested to control the traffic speed when epoxy asphalt concrete is applied as steel bridge pavement. In terms of the raveling and stripping, it was found that the epoxy asphalt mixture has an excellent anti-stripping performance based on the Cantabro test and Hamburg wheel tracking test results. The yield point was not reached after 20,000 loading cycles at60°C in the immersed Hamburg wheel tracking test. The mean profile depth of the epoxy asphalt concrete is 0.305mm, much lower than conventional asphalt concrete indicating a very fine surface texture.
机译: 摘要 这项研究调查了沥青混凝土的表面特性,包括渗透性,摩擦系数,耐湿气破坏性和表面质地。进行了渗透性试验,动摩擦试验,Cantabro试验,汉堡试验和激光织构扫描试验。测试结果表明,环氧沥青混凝土的渗透性非常低,这对于保护钢甲板是理想的。根据摆数,摩擦系数可以满足钢桥的要求。然而,根据动摩擦试验发现,当车速高于一定水平时,防滑性可能是一个问题。研究结果表明,控制环氧沥青混凝土作为钢桥路面的通行速度。在松散和剥离方面,基于Cantabro试验和汉堡车轮跟踪试验结果,发现环氧沥青混合物具有优异的抗剥离性能。在浸没式汉堡轮跟踪试验中,在 60 °C下进行20,000次加载循环后,未达到屈服点。环氧沥青混凝土的平均轮廓深度为0.305mm,远低于常规沥青混凝土,表明其表面纹理非常精细。

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