沥青混凝土磨耗层的ASPAL改性

M. Mukhlis, Fauna Adibroto, Syaifullah Ali, A. Fauzi, Ivan Padilah
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引用次数: 0

摘要

道路路面,特别是柔性路面,由于车辆荷载的作用,往往会遭受更快的破坏。添加剂的使用是获得高质量路面层的替代方法之一。本研究旨在获得最佳沥青含量(KAO)值,并获得添加高密度聚乙烯(HDPE)塑料废料的AC-WC层混合物的VIM, VMA和VFA性能。本研究使用的方法参考了比纳玛加2018年第2版技术规范第6部分。马歇尔法测得的KAO值在废塑料添加量变化为0%时为6.45%,在废塑料添加量变化为1%时为6.3%,在废塑料添加量变化为1.5%时为6.25%,在废塑料添加量变化为2%时为6.2%。根据实验室测试结果,得到的KAO Marshall值随着废塑料的加入而降低,废塑料的添加量为2%是沥青混合料中可使用的最佳水平,因为它具有较低的VIM和VMA值和较高的VFA值。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
KINERJA CAMPURAN ASPHALT CONCRETE WEARING COURSE MENGUNAKAN ASPAL MODIFIKASI DENGAN LIMBAH PLASTIK
Road pavements, especially flexible pavements, often experience faster damage due to vehicle loads. The use of additives is one of the alternatives used to get a good quality pavement layer. This study aims to obtain the value of Optimum Asphalt Content (KAO) and to obtain the performance of VIM, VMA and VFA of a mixture of AC-WC layers with the addition of High Density Polyethylene (HDPE) plastic waste. The method used in this study refers to the Technical Specifications of Bina Marga 2018 Revision 2 Division 6. the KAO value with the Marshall method is 6.45% at 0% variation of addition of plastic waste, 6.3% to variation of 1% addition of plastic waste, 6, 25% in the 1.5% variation of the addition of plastic waste and 6.2% in the 2% variation of the addition of plastic waste. Based on the results of laboratory testing, the value of KAO Marshall obtained decreases with the addition of plastic waste and the addition of 2% plastic waste is the best level that can be used in asphalt mixtures because it has low VIM and VMA values and high VFA values.
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