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Estimation of rutting characteristics of waste tire rubber-modified asphalt binder using GPC

机译:使用GPC估算废轮胎橡胶改性沥青粘合剂的车辙特性

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The asphalt binder is modified using the crumb rubber from scrap tires to improve its performance in the pavement on street and highways in an urban area setting. In this study, the rutting resistance index (G~*/sin δ) and chemical composition of rubber-modified binders (RMB) were evaluated using a dynamic shear rheometer and a gel-permeation chromatography system respectively. A source of PG 64-22 asphalt was used for preparing a total of 12 RMB binders. Routine Superpave binder testing was carried out; RMB as the original binder and then RTFO-aged binder as RTFO in DSR test at high temperatures. From chromatogram data, the correlation of large molecular size (LMS) with G~*/sin δ was evaluated by service temperatures, 70 and 76℃. A significant correlation was found between LMS and G~*/sin δ. The size and type of CRM were significant factors affecting the rheology of the binders. The values of G~*/sin δ could be estimated using LMS and CRM size by temperature with R~2 of over 0.92 by the developed prediction model.
机译:使用废轮胎中的碎屑橡胶对沥青粘合剂进行改性,以改善其在市区环境下在街道和高速公路上的人行道上的性能。在这项研究中,使用动态剪切流变仪和凝胶渗透色谱系统分别评估了橡胶改性粘合剂(RMB)的耐车辙指数(G〜* / sinδ)。使用PG 64-22沥青源制备了总共12种粘结剂。进行了常规的Superpave粘合剂测试;在高温DSR测试中,人民币作为原始粘合剂,然后是RTFO老化粘合剂作为RTFO。根据色谱图数据,通过在70和76℃的使用温度下评估大分子尺寸(LMS)与G〜* / sinδ的相关性。 LMS与G〜* / sinδ之间存在显着的相关性。 CRM的大小和类型是影响粘合剂流变性的重要因素。通过建立的预测模型,可以利用LMS和CRM尺寸通过温度估算G〜* / sinδ的值,R〜2超过0.92。

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