Performance Evaluation of Asphalt Binder Modified by Natural Rock Asphalt

IF 1 Q4 MATERIALS SCIENCE, COMPOSITES
Khalid Mohammed, Ali I. Mansi, Yasir R. Hussein
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引用次数: 1

Abstract

Rock asphalt is one of the widely distributed resources in nature. Therefore, this study employs natural rock asphalt as an additive. The focus of this study is to look at the potential of using natural rock asphalt as an asphalt binder modifier. The study looks at five different percentages of modified asphalt (NRA) concentration from Anbar factory asphalt for oxidized bitumen: 0%, 5%, 10%, 20%, and 30%. The results show that using modified natural rock asphalt increased the mechanical qualities of basic asphalt, such as penetration and softening point, flash point, and viscosity. In addition, the current results show that the asphaltic materials that can be used in paving according to the measuring of conventional tests such as ductility, penetration, and others. Furthermore, the findings indicate that modified asphalt has lower temperature sensitivity.
天然岩石沥青改性沥青粘结剂的性能评价
岩沥青是自然界中分布广泛的资源之一。因此,本研究采用天然岩沥青作为添加剂。本研究的重点是研究使用天然岩石沥青作为沥青粘合剂改性剂的潜力。该研究考察了安巴尔工厂沥青中氧化沥青的改性沥青(NRA)浓度的五种不同百分比:0%、5%、10%、20%和30%。结果表明,改性天然岩石沥青提高了基础沥青的渗透软化点、闪点和粘度等力学性能。此外,目前的研究结果表明,根据常规测试如延性、渗透性等的测量,沥青材料可以用于铺装。此外,研究结果表明,改性沥青具有较低的温度敏感性。
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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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
32
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