Pemanfaatan Recycling Asphalt untuk Lapisan AC-WC dengan Penambahan Material Bottom Ash pada Perkerasan Lentur

Deliansyah Pasayu, J. Arliansyah, E. Kadarsa
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Abstract

Increasing road construction by adding a thick layer of asphalt on flexible pavement can cause problems, where the more viscous the asphalt layer, the higher the road will be than the houses. In addition, limited natural resources and large-scale use can damage the environmental system and make raw materials increasingly scarce, and their prices continue to increase. This research aims to show that recycled asphalt and bottom ash materials can be reused for flexible pavements. Researchers used experimental methods in the laboratory by testing using the Marshall Test. The results of this study indicate that the asphalt resistance based on the compressive strength of the asphalt mixture of recycled materials and the combination of recycled materials and bottom ash of 10% and 15% so that the values of VMA, VFA, Stability, Meltability, and MQ values ​​obtained from the Marshall Test according to with the General Specifications of Highways of the Ministry of Public Works. It was obtained from the provisions of the physical and mechanical test results of Bottom Ash sourced from the Petra UK Road Materials Laboratory Research with the bottom ash parameter passing the sieve of 18.2%. From the results of all asphalt tests, it is known that the addition of bottom ash to asphalt recycling where the extracted material from recycled asphalt (recycled) both asphalt and the aggregate material itself cannot be reused for flexible pavement layers. This is because the condition of asphalt recycling is old, and the strength of the material itself is weak, so it cannot last long if it is reused.      
通过在柔性路面上增加一层厚厚的沥青来增加道路建设可能会引起问题,沥青层越粘稠,道路就会比房屋高。此外,有限的自然资源和大规模使用会破坏环境系统,使原材料日益稀缺,价格不断上涨。本研究旨在证明再生沥青和底灰材料可以重复用于柔性路面。研究人员在实验室采用实验方法,通过马歇尔测试进行测试。本研究结果表明,以再生材料和再生材料与底灰分分别为10%和15%的混合料的抗压强度为基础的沥青混合料的抗压强度,其VMA、VFA、稳定性、熔融性和MQ等参数的马歇尔试验值均符合交通部《公路通用规范》。根据英国Petra道路材料实验室研究的底灰物理力学试验结果的规定,底灰参数通过18.2%的筛分。从所有沥青试验的结果可知,在沥青回收中加入底灰,从再生沥青(再生)中提取的材料和骨料本身都不能再用于柔性路面层。这是因为沥青回收的条件陈旧,材料本身强度较弱,如果重复使用就不能持久。
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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