掺加橡胶屑沥青路面的研究

IF 0.6 Q4 ENGINEERING, CIVIL
J. Mandula, T. Olexa, Mariya Holubka, B. Salaiová
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引用次数: 2

摘要

废轮胎必须以环保安全的方式回收,既要满足土木工程的要求,又要满足建筑材料的标准。废旧轮胎可加工成粒径为0 - 2mm的胶粉,这是一种适合用于路面混合的细骨料。我们测试了用干燥法添加橡胶的沥青混合料,并将其性能与传统混合料进行了比较。我们在室温或预热下测试了掺入橡胶的沥青-橡胶混合物。橡胶化沥青混凝土与传统沥青混凝土在孔隙率、间接抗拉强度比、车辙深度和轮轨坡度等方面具有良好的对比。在优化橡胶掺量后,用沥青-橡胶混合料铺设了试验路面。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
INVESTIGATION OF ASPHALT PAVEMENT WITH ADDED CRUMB RUBBER
Waste tires must be recycled in environmentally safe ways that meet civil engineering concerns while fulfilling standards for construction materials. Used tires can be processed into rubber powders with particle sizes of 0–2 mm, a suitable fine aggregate for mixing into road pavements. We tested asphalt mixtures with rubber added using the dry method, comparing their properties with a traditional mixture. We tested asphalt–rubber mixtures with rubber incorporated at either ambient temperature or preheated. Rubberized and traditional asphalt concretes compared well in void content, indirect tensile strength ratio, rut depth, and wheel-track slope. After optimizing the rubber content added, we laid an experimental road course with the asphalt–rubber mixture.
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