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采用新型热机械愈合处理对含电弧炉(EAF)矿渣和再生沥青路面(RAP)的半温沥青混合料进行自愈合分析。

Self-Healing Analysis of Half-Warm Asphalt Mixes Containing Electric Arc Furnace (EAF) Slag and Reclaimed Asphalt Pavement (RAP) using a Novel Thermomechanical Healing Treatment.

作者信息

Lizárraga José Manuel, Gallego Juan

机构信息

Departamento de Ingeniería del Transporte, Urbanismo y Territorio, Universidad Politécnica de Madrid, 28040 Madrid, Spain.

出版信息

Materials (Basel). 2020 May 30;13(11):2502. doi: 10.3390/ma13112502.

Abstract

Nowadays, the self-healing of asphalt pavements promoted by microwave radiation heating energy is gaining attention and strength in the scientific community. However, most of these studies are only conceptual and, thus, remain shrouded in uncertainty regarding technology development, economy, and application effect. Therefore, there are several efforts underway to offer more effective assisted healing treatments that are capable of overcoming such uncertainties. This paper aims to assess and quantify the healing performance rates (HR) of half-warm recycled asphalt (HWRA) mixtures containing electric arc furnace (EAF) slag and total recycled asphalt pavement (RAP) rates. To this end, a novel assisted thermomechanical healing treatment (i.e., a recompaction-based technique and microwave heating energy) was put forward to promote the potential healing effect of this treatment on the mechanical properties of the asphalt mixtures. In order to do this, three microwave heating temperatures (25 °C, 60 °C, and 80 °C) and three mechanical recompaction levels (0, 25, and 50 gyrations) were selected. After that, the healing performance rates (%, HR) of the asphalt mixtures were calculated by repeated indirect tensile strength (ITS) and indirect tensile stiffness modulus (ITSM). The results indicated that the 8% EAF slag mixture was found to provide significant microwave heating energy savings by up to 69% compared with the benchmark 100% RAP mixture, and, at the same time, it experienced a remarkable stiffness recovery response of 140% of the initial mechanical properties. These findings encourage greater confidence in promoting this innovative thermomechanical-based healing treatment for in-situ surface course asphalt mixtures of road pavements.

摘要

如今,由微波辐射加热能量促进的沥青路面自愈合在科学界正受到关注并日益受到重视。然而,这些研究大多仅停留在概念层面,因此在技术发展、经济性和应用效果方面仍存在不确定性。所以,目前正在进行多项努力,以提供更有效的辅助愈合处理方法来克服这些不确定性。本文旨在评估和量化含有电弧炉(EAF)矿渣的半温再生沥青(HWRA)混合料的愈合性能率(HR)以及全再生沥青路面(RAP)率。为此,提出了一种新型的辅助热机械愈合处理方法(即基于再压实的技术和微波加热能量),以促进该处理对沥青混合料力学性能的潜在愈合效果。为实现这一目标,选择了三个微波加热温度(25℃、60℃和80℃)和三个机械再压实水平(0、25和50次旋转)。之后,通过重复间接拉伸强度(ITS)和间接拉伸劲度模量(ITSM)计算沥青混合料的愈合性能率(%,HR)。结果表明,与基准的100%RAP混合料相比,含8%EAF矿渣的混合料可节省高达69%的显著微波加热能量,同时,其经历了相当于初始力学性能140%的显著刚度恢复响应。这些发现增强了人们对推广这种基于热机械的创新愈合处理方法用于道路路面现场表面层沥青混合料的信心。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/69b6/7321439/d7b0925e85bf/materials-13-02502-g001.jpg

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