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Short-term performance appraisal of half-warm mix asphalt mixtures containing high (70%) and total RAP contents (100%): From laboratory mix design to its full-scale implementation

机译:评估含有高(70%)和RAP总含量(100%)的半热混合沥青混合料的短期性能:从实验室混合料设计到全面实施

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Asphalt mixtures requiring lower mixing, spreading and compacting temperatures have received considerable worldwide attention in the recent years as a way to reduce energy consumption and pollutant emissions. However, many questions are still unanswered regarding the field performance of those mixtures under loading and environmental conditions. In this study, half-warm mix reclaimed asphalt (HWMRA) mixtures containing high (70%) and total reclaimed asphalt pavement (RAP) contents (100%) for use in wearing and binder courses of urban areas were evaluated both in laboratory and in field. HWMRA mixtures with 70 and 100% RAP content were designed in laboratory from a preliminary field investigation aimed at characterizing the existing materials in an urban pavement. Posteriorly, the mixtures were manufactured in a prototype asphalt plant at a mixing temperature below 100 degrees C and with bitumen emulsion. Furthermore, an urban test section was built to compare its mechanical performance with that of a contiguous section comprising conventional hot mix asphalt (HMA) mixture. In addition, core samples were extracted from the evaluated sections after construction and one year later, and tested in laboratory to determine thicknesses, density, stiffness modulus, indirect tensile strength (ITS) and fatigue resistance at 20 degrees C. Surface friction characteristics (i.e., skid resistance and macrotexture) were also assessed and compared with those of the HMA pavement section. The results of the laboratory tests conducted on core samples showed that the performance of the HWMRA mixtures can be compared to that of HMA mixtures in terms of fatigue resistance and resistance to permanent deformations. These findings encourage greater confidence in promoting the use of these types of sustainable asphalt mixes. (C) 2018 Elsevier Ltd. All rights reserved.
机译:近年来,要求降低混合,铺展和压实温度的沥青混合物作为降低能源消耗和污染物排放的一种方法,已受到全世界的广泛关注。但是,关于这些混合物在负载和环境条件下的现场性能,仍然有许多问题尚未得到解答。在这项研究中,在实验室和室内均评估了半热混合再生沥青(HWMRA)混合物,该混合物包含高(70%)和总再生沥青路面(RAP)含量(100%),用于城市地区的磨损和粘结层领域。在实验室中,通过初步现场调查设计了具有70%和100%RAP含量的HWMRA混合物,旨在表征城市路面中的现有材料。随后,在沥青混合料中,在低于100摄氏度的混合温度下用沥青乳液生产混合物。此外,还建造了一个城市测试区,以将其机械性能与包括传统热混合沥青(HMA)混合物的连续区的机械性能进行比较。此外,在施工后和一年后,从评估的截面中提取岩心样品,并在实验室进行测试,以确定厚度,密度,刚度模量,间接拉伸强度(ITS)和20摄氏度时的抗疲劳性。表面摩擦特性(即,防滑性和宏观纹理)也进行了评估,并与HMA路面部分进行了比较。对核心样品进行的实验室测试结果表明,就抗疲劳性和抗永久变形能力而言,HWMRA混合物的性能可与HMA混合物的性能进行比较。这些发现鼓励人们更加有信心促进使用这些类型的可持续沥青混合料。 (C)2018 Elsevier Ltd.保留所有权利。

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