Influence of crumb rubber incorporating different warm mix asphalt additives on the mechanical performance of the WMA mixture

Q3 Engineering
M. Bilema, M. Aman, N. Hassan, Z. Al-Saffar, K. Rogo, N. Abdullah
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引用次数: 3

Abstract

The compacting and mixing processes involving hot mix asphalt during asphalt production can lead to air pollution as a result of a high volatile organic compound. An alternative solution that can reduce greenhouse gas emissions is by using warm-mix asphalt (WMA). A proper application of additives to the WMA can improve the asphalt mixture's strength, durability, and workability. In this study, a 60/70 grade asphalt binder was added with 5% of crumb rubber (CR) and three different WMA additives at the recommended dosages, namely Sasobit, Cecabase, and Rediset. The wet method was used to blend the additives with virgin asphalt binders. The mixing and compacting temperatures were set at 135°C and 125°C, respectively, to mix the asphalt mixture. Mechanical performance tests were performed to evaluate the impact of WAM additives with CR on asphalt mixture. Based on the results, all the modified asphalt mixtures showed a better mechanical performance than the virgin asphalt mixture in terms of indirect tensile strength, moisture resistance, permanent deformation, and stiffness. Among all the WMA additives, Sasobit with CR showed the most significant impact on the asphalt mixture's performance.
橡胶屑掺入不同温拌沥青添加剂对WMA混合料力学性能的影响
在沥青生产过程中,涉及热混合沥青的压实和混合过程可能由于高挥发性有机化合物而导致空气污染。另一种可以减少温室气体排放的解决方案是使用温拌沥青(WMA)。在WMA中适当添加添加剂可以提高沥青混合料的强度、耐久性和和易性。在这项研究中,在60/70级沥青粘合剂中加入5%的橡胶屑(CR)和三种不同的WMA添加剂,即Sasobit, Cecabase和Rediset。采用湿法将添加剂与原始沥青粘结剂混合。混合温度和压实温度分别为135℃和125℃,用于混合沥青混合料。通过力学性能试验,评价了含CR的WAM添加剂对沥青混合料的影响。结果表明,改性沥青混合料在间接抗拉强度、抗湿性、永久变形和刚度方面均优于原沥青混合料。在所有WMA添加剂中,含CR的Sasobit对沥青混合料的性能影响最为显著。
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
Journal of Rehabilitation in Civil Engineering
Journal of Rehabilitation in Civil Engineering Engineering-Building and Construction
CiteScore
1.60
自引率
0.00%
发文量
0
审稿时长
12 weeks
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