橡胶屑在沥青混凝土老化过程中的作用

S. Sarsam, S. M. Al-Sadik
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引用次数: 5

摘要

可持续解决方案在道路建设行业的实施被认为是世界范围内的主要研究课题之一。采用短期和长期老化两种方法研究了老化过程对沥青水泥和沥青混凝土性能的影响。将废旧轮胎橡胶掺入沥青水泥中,对其物理和流变性能进行改性。在沥青水泥中掺入8%和16%的橡胶屑,对沥青水泥的性能进行了改性,并对其在老化过程中的作用进行了研究。这种改性沥青在沥青混凝土的施工中得到了应用。对橡胶改性沥青混凝土的元帅、弹性模量和拉伸性能进行了测试,并与不同龄期的橡胶改性沥青混凝土进行了对比。结果表明:沥青水泥老化7h后,沥青的渗透性平均下降47.24%,延性平均下降49.6%,软化点平均下降10.75%,徐变刚度平均上升79.25%;结果表明,8%的橡胶屑能够克服短期和长期老化对沥青水泥和沥青混凝土整体性能的负面影响,在1000次重复时,短期和长期老化的抗车辙性能分别提高32.4%和57.3%。
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Contribution of Crumb Rubber in the Aging Process of Asphalt Concrete
Implementation of sustainable solutions in the road construction industry is considered as one of the major research topics worldwide. The impact of aging process on the properties of asphalt cement and asphalt concrete was investigated using both of short and long-term aging. Scrap tire rubber was introduced into asphalt cement to modify its physical and rheological properties. Two percentages of crumb rubber (8 and 16) percent by weight of asphalt cement have been tried to modify the properties of asphalt cement, and to investigate its contribution in the aging process. Such modified asphalt was implemented in the construction of asphalt concrete. Marshal, Resilient Modulus, and tensile properties of rubber-modified asphalt concrete were tested and compared with different aging periods and with that of reference mix. The results show that aging for 7 hours of asphalt cement, make the asphalt stiffer, that lead to decreased penetration by an average value of (47.24%), ductility (49.6%) and increased softening point (10.75%) and creep stiffness (79.25%). It was concluded that 8% of crumb rubber is able to overcome the negative impact of short and long term aging on overall asphalt cement and asphalt concrete properties, and improves the rutting resistance at 1000 repetition by (32.4 % and 57.3%) for short and long term aging respectively.
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