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Effect of Reclaimed Asphalt Pavement Heating Temperature on the Compactability of Recycled Hot Mix Asphalt

机译:回收沥青路面加热温度对再生热混合沥青致密性的影响

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摘要

The compactability of an asphalt mixture is related to the heating temperature of the materials, but the heating temperature of reclaimed asphalt pavement (RAP) is limited by the production process of hot-in-plant recycled mixtures. To choose a reasonable heating temperature for RAP according to the compactability, the compaction energy ratio (CER) obtained from the Superpave gyratory compactor compaction curve was developed. The CERs of fourteen kinds of asphalt mixtures made with different RAPs were compared, all of which were different in type, content, and heating temperature. The results indicated that CER is an effective energy index to evaluate the workability of a bituminous mixture, and it considers both the accumulated energy after each gyration and the number of gyrations. It was also found that increasing the heating temperature of the RAP cannot always improve the workability of the recycled mixture, because the higher heating temperature caused more hard-aged bitumen to be blended with soft virgin bitumen during the mixing process. At the same RAP heating temperature, increasing the RAP content made it more difficult to compact the mixture, especially for RAPs with styrene–butadiene–styrene (SBS) modified bitumen, and the recycled mixtures with SBS-modified bitumen were more difficult to compact than those with nonmodified bitumen.
机译:沥青混合物的可压性与材料的加热温度有关,但再生沥青路面的加热温度(RAP)受植物热带再循环混合物的生产过程的限制。为了根据紧凑性选择用于RAP的合理的加热温度,开发了由超级助剂夯实压实曲线获得的压实能比(CER)。比较了用不同RAP的14种沥青混合物的CERs,所有这些都是不同的类型,含量和加热温度。结果表明,CER是评估沥青混合物的可加工性的有效能量指标,并考虑每个血管后的累积能量和变性的热量。还发现,增加RAP的加热温度不能总是提高再循环混合物的可加工性,因为在混合过程中较高的加热温度导致更硬的沥青与软维珍沥青混合。在相同的RAP加热温度下,增加RAP含量使得压实混合物更加难以紧握混合物,特别是对于用苯乙烯 - 丁二烯 - 苯乙烯(SBS)改性沥青的RAP,以及SBS改性沥青的再循环混合物比难以紧凑那些没有制定的沥青。

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