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Simulation of the field aging of asphalt binders in different reclaimed asphalt pavement (RAP) materials in Hong Kong through laboratory tests

机译:通过实验室试验模拟不同再生沥青路面(RAP)材料中的沥青粘合剂的田间老化

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摘要

Nowadays, reclaimed asphalt pavement (RAP) are widely used in pavement construction because of its significant environmental and economic benefits. In general, the use of RAP can introduce significant reduction in emission generation, energy consumption, and construction cost. To better utilize RAP, previous studies have paid extensive efforts to accelerate and quantify aging of asphalt binders in the laboratory, with the hope to predict their long-term performance in the field. But unfortunately, the existing laboratory aging methods cannot fully represent the field conditions due to the complexity of the field aging environment, caused by various factors, such as the seasonal and local climate characteristics of the interested areas. This study aims to quantify the difference between the binder laboratory aging and field aging in subtropical climate, at Hong Kong. The chemical compositions, rheological properties, and engineering performance of the field-aged asphalt binders (FAB) from several local pavements were characterized and compared with those of the laboratory aged asphalt binders (LAB). Six FAB samples were obtained from the reclaimed asphalt pavement (RAP) mixtures which had served on urban roads at Hong Kong for different durations. In the laboratory, following the conventional approach, the rolling thin film oven test (RTFOT) followed by the (Pressure Aging Vessel (PAV) test were performed to prepare the LAB samples. The results from the dynamic shear rheometer (DSR) and Fourier transform infrared spectrometer (FTIR) tests showed that the agings of the FAB samples were significantly higher than those of the LAB samples. Specifically, the conventional laboratory aging method for asphalt binder underestimated the field aging of a four-year old stone mastic asphalt (SMA) mixture nor a five-year old dense asphalt mixture. The results of this study suggested that more demanding aging process in the laboratory be developed for better simulation of the long-term field performance of asphalt mixture. (C) 2020 Elsevier Ltd. All rights reserved.
机译:如今,由于其显着的环境和经济效益,再生沥青路面(RAP)广泛用于路面结构。通常,使用RAP的使用可以显着降低发射产生,能耗和施工成本。为了更好地利用RAP,之前的研究已经获得了广泛的努力,以加速和量化实验室中的沥青粘合剂的老化,希望预测其在该领域的长期表现。但遗憾的是,由于野外老化环境的复杂性,所以现有的实验室老化方法不能完全代表现场条件,这些因素导致了感兴趣的方向的季节性和当地气候特征。本研究旨在量化香港亚热带气候中粘合剂实验室老化和田间老龄化的差异。与几个局部路面的野外沥青粘合剂(Fab)的化学成分,流变性能和工程性能进行了特征,并与实验室老化沥青粘合剂(实验室)的粘合剂(实验室)进行比较。六个Fab样品是从回收的沥青路面(RAP)混合物中获得的,该沥青路面(RAP)混合物为香港的城市道路提供不同的持续时间。在实验室中,通过常规方法,进行滚动的薄膜烘箱试验(RTFOT),然后进行(压力老化容器(PAV)测试以制备实验室样品。动态剪切流变仪(DSR)和傅里叶变换的结果红外光谱仪(FTIR)测试表明,Fab样品的蛋白显着高于实验室样品。具体而言,沥青粘合剂的传统实验室老化方法低估了四岁的石头乳香沥青(SMA)的田间老化混合物也不是五岁的致密沥青混合物。该研究的结果表明,在实验室中更苛刻的老化过程是为了更好地模拟沥青混合物的长期场效。(c)2020 Elsevier有限公司预订的。

著录项

  • 来源
    《Construction and Building Materials》 |2020年第30期|120651.1-120651.11|共11页
  • 作者单位

    Univ South Carolina Dept Civil & Environm Engn Columbia SC 29208 USA;

    Univ South Carolina Dept Civil & Environm Engn Columbia SC 29208 USA|Hong Kong Polytech Univ Dept Civil & Environm Engn Hung Hom Kowloon Hong Kong Peoples R China;

    Hong Kong Polytech Univ Dept Civil & Environm Engn Hung Hom Kowloon Hong Kong Peoples R China;

    Univ Wisconsin Dept Civil & Environm Engn Madison WI 53706 USA;

    South China Univ Technol Dept Civil & Environm Engn Guangzhou Guangdong Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Field aging; MHS model; Reclaimed asphalt pavement; Pressure aging vessel;

    机译:田间老化;MHS模型;再生沥青路面;压力老化血管;

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