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Effect of bitumen grade on hot asphalt mixes properties prepared using recycled coarse concrete aggregate

机译:沥青等级对使用再生粗混凝土骨料制备的热沥青混合料性能的影响

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The research aims at evaluating the effect of using recycled coarse concrete aggregates (RCA) on the basic properties of hot mix asphalt made with different grades of bitumen (60/70 and 80/100). First, recycled aggregate properties have been determined and compared to those of normal aggregates. Except for absorption, there were no significant differences between normal aggregates and RCA. Later, recycled aggregates were introduced in asphalt mixes using either 60/70 bitumen or 80/100 bitumen. In these mixes, natural coarse aggregate was partly (0%, 25%, 50% and 75%) or totally (100%) replaced by recycled aggregates. Replacement results show that the use of recycled aggregates increased the optimum bitumen content of the asphalt mixes. Properties and performance of mixes made from both grades of bitumen were compared. Although the increase of RCA percentage decreased the resilient modulus of the asphalt mixes, it increased their skid resistance. However, 60/70 bitumen increased the resilient modulus and skid resistance of the asphalt mixes compared to 80/100 bitumen. Mixes containing RCA show lower water sensitivity (stripping resistance) than RCA-free mixes. However, replacements up to 50% do not violate the 80% tensile strength ratio limit. Although the 50% replacement limit is acceptable, however, the volumetric properties were violated at this replacement ratio. Therefore, for both grades of bitumen, replacements more than 25% should not be used in hot mix asphalt for heavy traffic pavements. (C) 2016 Published by Elsevier Ltd.
机译:该研究旨在评估使用再生粗混凝土骨料(RCA)对不同等级的沥青(60/70和80/100)制成的热拌沥青基本性能的影响。首先,已经确定了再生骨料的性能并将其与普通骨料的性能进行比较。除吸收外,正常骨料与RCA之间无显着差异。后来,使用60/70沥青或80/100沥青将回收的骨料引入沥青混合料中。在这些混合物中,天然粗骨料被回收骨料部分(0%,25%,50%和75%)或全部(100%)代替。替代结果表明,使用再生骨料可提高沥青混合料的最佳沥青含量。比较了两种等级的沥青混合料的性能和性能。尽管RCA百分比的增加降低了沥青混合料的弹性模量,但增加了其防滑性。但是,与80/100沥青相比,60/70沥青增加了沥青混合料的弹性模量和防滑性。与不含RCA的混合物相比,含RCA的混合物显示出较低的水敏感性(耐剥离性)。但是,最多替换50%不会违反80%拉伸强度比限制。尽管50%的置换极限是可以接受的,但是,在该置换比率下体积特性遭到破坏。因此,对于两种等级的沥青,在重载人行道的热拌沥青中不应使用超过25%的替代品。 (C)2016由Elsevier Ltd.出版

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