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Asphalt Mixes Produced with Asphalt Shingle Sand

机译:用沥青瓦片沙子生产的沥青混合物

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The use of RAS particles obtained from grinding/shredding of asphalt shingles is currently limited to between 3 and 5 percent. The addition of the sand only portion of RAS can reach more than 10 percent or even 15 percent while providing rheological characteristics different enough from those of conventional HMA. The technique is to sieve the shredded RAS particles to separate the fibres/bitumen clusters from the sand component. Only the shingle sand is recycled to the mix to facilitate obtaining a completely homogeneous mixture. The formulation of HMA containing a high RAS sand content is based on characterizing the mechanical properties of the HMA. HMA modified with high RAS sand content have a total bitumen content of about 8 percent. This paper discusses the characterization of the mechanical properties of HMA modified with RAS sand and the advantages of this technique. It was determined that rutting, thermal cracking and asphalt module were close to values normally obtained for the same formulation without recycling. On the other hand, there is a significant difference in fatigue resistance which is increased compared to conventional HMA.
机译:从研磨/粉碎沥青带状碎屑中获得的Ras颗粒目前限制在3至5%之间。加入砂的砂只能达到10%以上甚至15%,同时提供与传统HMA的流变特性不同的流变特征。该技术是筛分切碎的RAS颗粒以将纤维/沥青簇与砂组分分离。只有木块砂被再循环到混合物中以促进获得完全均匀的混合物。含有高Ras砂含量的HMA的配方基于表征HMA的机械性能。用高Ras砂含量改性HMA总沥青含量约为8%。本文讨论了用Ras砂改性HMA改性的力学性能的表征及本技术的优点。确定车辙,热裂化和沥青模块接近通常在不循环的同一配方中获得的值。另一方面,与常规HMA相比,疲劳抗性差异有显着差异。

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