Interlayer bonding properties of warm recycled asphalt pavements

IF 0.7 Q4 TRANSPORTATION European Transport-Trasporti Europei Pub Date : 2023-02-01 DOI:10.48295/et.2023.91.2
G. Ferrotti
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引用次数: 1

Abstract

The need for sustainable road infrastructures has led to great interest in Warm Mix Asphalt (WMA) technologies, which allow the production, lay-down and compaction of asphalt mixtures at reduced temperatures, about 40°C lower than traditional Hot Mix Asphalt (HMA). The use of WMA ensures lower emissions and is also beneficial in the recycling of Reclaimed Asphalt (RA) deriving from the milling of end-of-life pavements. One of the main concerns regarding WMA is the possible poor adhesion between the pavement layers that could be caused by the reduced working temperatures during the paving operations. However, almost no data are currently available in literature on this aspect, which thus could represent a deterrent to the wide application of WMA by road agencies. In this regard, this paper focuses on the investigation of the interlayer bonding properties of warm recycled asphalt pavements constructed along various Italian motorways and national roads using different WMA chemical additives. The Interlayer Shear Strength (ISS) was measured at different pavement interfaces (wearing-binder, binder-base) and time intervals by testing extracted cores with ASTRA and Leutner equipment. The results show that the interlayer bonding properties of WMA pavements are comparable to HMA pavements and are not affected by the WMA additive type. Moreover, ISS depends on the properties of the tack coat applied between the layers and increases over time due to aging effects, especially when the interface is below an open-graded friction course (OGFC). These findings further encourage the use of WMA as environmentally sustainable technologies for the construction and maintenance of asphalt pavements.
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温热再生沥青路面层间粘结性能研究
对可持续道路基础设施的需求引起了人们对温拌沥青(WMA)技术的极大兴趣,这种技术允许在较低的温度下生产、铺设和压实沥青混合物,比传统的热拌沥青(HMA)低约40°C。WMA的使用确保了更低的排放,也有利于再生沥青(RA)的回收利用,这些再生沥青来自于废弃路面的碾磨。关于WMA的一个主要问题是铺装过程中工作温度的降低可能导致铺装层之间的附着力差。然而,目前文献中几乎没有这方面的数据,这可能会阻碍道路机构广泛应用道路管理数据。为此,本文重点研究了使用不同WMA化学添加剂的意大利多条高速公路和国道温热再生沥青路面的层间粘接性能。通过ASTRA和Leutner设备测试提取的岩心,测量了不同路面界面(磨损-粘结剂、粘结剂-基底)和时间间隔下的层间抗剪强度(ISS)。结果表明:WMA路面的层间粘结性能与HMA路面相当,不受WMA添加剂类型的影响;此外,ISS取决于层间粘性涂层的性能,并且由于老化效应而随着时间的推移而增加,特别是当界面低于开放梯度摩擦层(OGFC)时。这些研究结果进一步鼓励使用WMA作为建设和维护沥青路面的环境可持续技术。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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CiteScore
2.30
自引率
0.00%
发文量
19
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