Effect of depolymerized block skim rubber (BSR) on the physical properties of modified asphalt

A. Ramadhan, A. Cifriadi, H. Prastanto, N. A. Kinasih
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引用次数: 6

Abstract

The asphalt pavement susceptibility was influenced by traffic load and temperature. Therefore, modified asphalt has been done to improve the asphalt performance. Depolymerized block skim rubber (BSR) was used as asphalt modifier. BSR is a low quality crumb rubber, which made from skim (byproduct of creamed latex). This investigation aims to determine effect of depolymerization of BSR on the physical performance of modified asphalt. Initially, BSR was depolymerized by mechanical action (mastication) with different time of 8, 16, and 24 min. Then, the asphalt modifier, depolymerized BSR was added to asphalt with different ratio 3, 5, 7%. The softening point and mixing time of asphalt were compared with modified asphalt. The performance of modified asphalt showed that asphalt modifiers increased the softening point and mixing time of asphalt. Maximum softening point reached 54.30C by 7% BSR (16 min. of mastication time). The modified asphalt had 25.70C softening point higher than asphalt. It was conclude that depolymerized BSR can increase the performance of asphalt (softening point), although increase the mixing time of it. Moreover, it could give alternative to reduce cost of modified asphalt pavement making.
解聚块段脱脂橡胶(BSR)对改性沥青物理性能的影响
沥青路面的敏感性受交通荷载和温度的影响。因此,改性沥青已被用来改善沥青的性能。采用解聚嵌段脱脂橡胶(BSR)作为沥青改性剂。BSR是一种低质量的橡胶屑,由脱脂(奶油胶乳的副产品)制成。本研究旨在确定BSR解聚对改性沥青物理性能的影响。首先,BSR通过机械作用(咀嚼)以8、16和24分钟的不同时间解聚。然后,将沥青改性剂解聚的BSR以3、5、7%的不同比例加入沥青中。比较了沥青与改性沥青的软化点和混合时间。改性沥青的性能表明,沥青改性剂提高了沥青的软化点和拌和时间。最大软化点达到54.30通过7%的BSR(16分钟的咀嚼时间)。改性沥青为25.70C软化点高于沥青。研究结果表明,解聚BSR可以在增加沥青混合时间的同时,提高沥青的性能(软化点),为降低改性沥青路面的生产成本提供了替代方案。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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