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Effect of rubber bitumen interaction o the properties of dry mixed rubberized asphalt mixture

机译:橡胶沥青相互作用对干混橡胶沥青混合料性能的影响

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摘要

The use of recycled scrap tires in asphalt mixtures is not a recent development with reclaimed tire crumb being used in the asphalt industry for over 40 years. Reclaimed tire crumb can be incorporated into asphalt mixtures using two different methods, referred to as the wet and dry processes. This study investigates the effect of rubber-bitumen interaction on the properties of rubberized asphalt mixture using dry process. The rubber-bitumen interaction is a significant issue in dry process even though this interaction is neglected in most of the previous studies. The =rubber swelling‘ activity occurs within the compacted asphalt mixture as a result of the bitumen absorption by the rubber particles that could result in inconsistent density of the compacted asphalt mixture, thus, affecting its performance. First, the effect of using different rubber gradation, bitumen content, and curing time on the interaction between rubber and bitumen or in other words the degree of bitumen absorption was investigated using =Basket Drainage Method‘. The investigation focused on the influence of these variables in achieving the target density as for rubberized asphalt mixture, it is important to achieve low target air void content after compaction for its stability. The relationships between the aforementioned variables and the target density of the mixture design were determined. An aggregate gradation of Asphalt Concrete with nominal maximum aggregate size 14 (AC14) was used for preparing the gyratory compacted samples modified with 2% crumb rubber with different rubber sizes. Finally these samples were tested for evaluating its performance in terms of dynamic creep and resilient modulus and compared with the conventional mixture. The results indicate a decrease in the resilient modulus and an increase in the dynamic creep for the rubberized asphalt mixtures. Fine rubber particles and the interaction time provided were observed to positively affect the mixture properties. Samples with fine rubber particles were found easily to compact compared to the one with coarse rubber.
机译:在沥青混合料中使用再生废轮胎并不是最近的发展,再生的轮胎屑在沥青工业中已经使用了40多年。可以使用两种不同的方法(称为湿法和干法)将再生的轮胎碎屑掺入沥青混合料中。这项研究调查了橡胶-沥青相互作用对干法橡胶沥青混合料性能的影响。橡胶-沥青相互作用在干燥过程中是一个重要的问题,尽管在大多数以前的研究中都忽略了这种相互作用。由于橡胶颗粒吸收的沥青会在压实的沥青混合物中发生“橡胶溶胀”活性,这可能导致压实的沥青混合物的密度不一致,从而影响其性能。首先,使用“篮球排水法”研究了使用不同橡胶级配,沥青含量和固化时间对橡胶与沥青相互作用的影响,换句话说,研究了沥青吸收程度。像橡胶沥青混合料一样,研究集中在这些变量对达到目标密度的影响上,重要的是要在压实后实现较低的目标气隙含量,以确保其稳定性。确定了上述变量与混合物设计的目标密度之间的关系。使用标称最大骨料尺寸为14(AC14)的沥青混凝土的骨料级配来制备经旋转压实的样品,该样品用2%的不同胶粒大小的橡胶粉改性。最后,对这些样品进行了测试,以评估其在动态蠕变和弹性模量方面的性能,并与常规混合物进行了比较。结果表明,橡胶沥青混合料的弹性模量下降,动态蠕变增加。观察到细橡胶颗粒和提供的相互作用时间对混合物的性能产生积极影响。与具有粗橡胶的样品相比,具有细橡胶颗粒的样品易于压实。

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