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Impact analysis of Carboxyl Latex on the performance of semi-flexible pavement using warm-mix technology

机译:热混合技术对羧基乳胶对半柔性路面性能的影响分析

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In order to improve the performance of semi-flexible pavement material, Carboxyl Latex is tried to be added into cement mortar as additives, in this study. Then, the degree of cement mortar performance improvement is evaluated, and the appropriate proportion of Carboxyl Latex added is determined. The improved cement mortar performance evaluation indicators used include fluidity, compressive strength, flexural strength, and drying shrinkage. Then the influence of the Carboxyl Latex on semi-flexible pavement material performance (high-temperature rutting, low temperature crack, water damage and fatigue) with warm mixed open-graded asphalt mixture matrix of varied air void contents is tested. Study results show that the addition of Carboxyl Latex reduces the rutting depth of pavement material by 30% or more, increases the dynamic stability by more than 40% and the strain energy density to 1.6 times, and the freeze-thaw splitting tensile strength is also increase by over 93%. Furthermore, the value of K increases by more than 6%, and the n value decreases by 12% or more, in where, the two parameters, K and n, represent the fatigue resistance of semi-flexible pavement material that can be obtained from the regression equation of loading numbers vs. stress levels of fatigue test. The larger K value or the smaller n, the better the fatigue resistance. Overall, after adding the Carboxyl Latex into cement mortar, the high-temperature rutting resistance, low-temperature crack resistance, water damage resistance, and fatigue resistance of semi-flexible pavement materials have been significantly enhanced. (C) 2018 Elsevier Ltd. All rights reserved.
机译:为了改善半柔性路面材料的性能,本研究尝试将羧基乳胶作为添加剂添加到水泥砂浆中。然后,评估水泥砂浆性能的改善程度,并确定适当比例的羧基乳胶的添加量。所使用的改进的水泥砂浆性能评估指标包括流动性,抗压强度,弯曲强度和干燥收缩率。然后,测试了具有不同气隙含量的温暖混合的开放级沥青混合料基体对羧基胶乳对半柔性路面材料性能(高温车辙,低温裂缝,水损害和疲劳)的影响。研究结果表明,添加羧基乳胶可使路面材料的车辙深度降低30%或更多,动态稳定性提高40%以上,应变能​​密度达到1.6倍,冻融劈裂抗张强度也达到增长超过93%。此外,K的值增加了6%以上,n的值减少了12%或更多,其中两个参数K和n表示可以从下式获得的半柔性路面材料的抗疲劳性载荷数与疲劳测试应力水平的回归方程。 K值越大或n越小,耐疲劳性越好。总体而言,在水泥砂浆中加入羧甲基乳胶后,半柔性路面材料的耐高温抗车辙性,耐低温龟裂性,耐水损害性和耐疲劳性得到了显着提高。 (C)2018 Elsevier Ltd.保留所有权利。

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