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Effects of various additives on the moisture damage sensitivity of asphalt mixtures

机译:各种添加剂对沥青混合料水分破坏敏感性的影响

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摘要

Effects of four additives, namely two fatty amine (Wetfix I, Lilamin VP 75P), one catalyst (Chemcrete) and a polymer (rubber), on the moisture damage of asphalt mixtures were studied. Rheological characteristics of the binders were measured using conventional methods both original and thin-film oven aged. Mechanical characteristics of the mixtures were evaluated with Marshall, indirect tensile and Lottman treatment tests. The additives used in this study reduced the level of damage due to moisture in asphalt mixtures. Minimum acceptable indirect tensile strength ratio (0.70) is achieved when Chemcrete and 0.2 percent of Wetfix I, and 0.4-0.6 percent of Lilamin VP 75P are used in asphalt mixtures. Indirect tensile strength ratio may decrease due to the relatively higher strength obtained in dry specimens with respect to the conditioned ones. Indirect tensile strength ratios of asphalt paving specimens were found to be less than the Marshall Stability ratios.
机译:研究了四种添加剂,即两种脂肪胺(Wetfix I,Lilamin VP 75P),一种催化剂(Chemcrete)和一种聚合物(橡胶)对沥青混合料的水分破坏的影响。粘合剂的流变特性使用原始方法和薄膜烘箱老化的常规方法测量。混合物的机械特性通过马歇尔,间接拉伸和洛特曼处理试验进行了评估。本研究中使用的添加剂降低了沥青混合物中水分引起的破坏程度。当在沥青混合料中使用Chemcrete和0.2%的Wetfix I,以及0.4-0.6%的Lilamin VP 75P时,可以达到最小可接受的间接拉伸强度比(0.70)。间接拉伸强度比可能会降低,这是由于在干燥样品中获得的相对于经调节的样品而言具有相对较高的强度。发现沥青路面标本的间接抗拉强度比小于马歇尔稳定性比。

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