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首页> 外文期刊>Journal of materials in civil engineering >Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel Permeation Chromatography
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Characterization of Recycled Aged RAP Binders Containing Crumb Rubber Modifier Using Gel Permeation Chromatography

机译:凝胶渗透色谱法表征含废胶改性剂的再生RAP老化粘合剂

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The recycling of hot-mix asphalt pavements containing a crumb rubber modifier (CRM) has been an area of interest since CRM was first used in asphalt paving materials over 40 years ago. Studies on the recycling of rubberized asphalt concrete materials have focused mainly on the mixture properties at the location of in-field paving. However, for the long-term performance characterizations, there is a need to investigate the aging properties of rubberized binders and the subsequent recycling properties of these aged rubberized binders. To address this issue, the previous research was conducted to identify performance properties of recycled aged CRM binders using Superpave binder test methods. The research results indicated that the recycled aged CRM binders can result in satisfactory binder performance meeting current Superpave binder requirements. This paper presents a limited study that uses gel permeation chromatography (GPC) to characterize the aging process of recycled aged CRM binders as a function of binder source and RAP binder percentage. In addition, performance properties of the binders at three aging states (i.e., original, RTFO residual, and RTFO+PAV residual) were correlated with the large molecular size (LMS) values from the GPC results. The results indicated that the compositional changes of recycled aged CRM binders are well reflected by the GPC parameter (i.e., LMS), and the performance properties from Superpave binder tests have good correlations with the corresponding LMS values. In addition, the empirical prediction models for long-term performance properties were developed using the GPC parameter and physical properties of the binders. The predicted values showed a high correlation with the performance properties of G~*sin 8 and stiffness of binders.
机译:自40年前将CRM首次用于沥青铺路材料以来,含有抗碎橡胶改性剂(CRM)的热拌沥青路面的回收一直是人们关注的领域。橡胶沥青混凝土材料的回收利用研究主要集中在现场摊铺位置的混合料性能。然而,对于长期的性能表征,需要研究橡胶化粘合剂的老化性能以及这些老化的橡胶化粘合剂的后续再循环性能。为了解决这个问题,进行了先前的研究,以使用Superpave粘合剂测试方法确定回收的老化CRM粘合剂的性能。研究结果表明,循环使用的老化CRM粘结剂可以满足目前Superpave粘结剂要求的令人满意的粘结剂性能。本文提出了一项有限的研究,该研究使用凝胶渗透色谱(GPC)来表征再生的老化CRM粘合剂的老化过程,该过程是粘合剂来源和RAP粘合剂百分比的函数。另外,粘合剂在三种老化状态(即原始,RTFO残基和RTFO + PAV残基)下的性能与GPC结果中的大分子尺寸(LMS)值相关。结果表明,GPC参数(即LMS)很好地反映了再生的老化CRM粘合剂的组成变化,Superpave粘合剂测试的性能与相应的LMS值具有良好的相关性。此外,使用GPC参数和粘合剂的物理性能,开发了长期性能的经验预测模型。预测值与G〜* sin 8的性能和粘合剂的硬度具有高度相关性。

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