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研究由旋喷注浆废料和再生沥青路面组成的道路沥青路面混合料的环境影响和工程性能。

Investigating the environmental impacts and engineering performance of road asphalt pavement mixtures made up of jet grouting waste and reclaimed asphalt pavement.

作者信息

Oreto Cristina, Veropalumbo Rosa, Viscione Nunzio, Biancardo Salvatore Antonio, Russo Francesca

机构信息

Department of Civil, Construction and Environmental Engineering, Federico II University of Naples, Via Claudio 21, 80125, Naples, Italy.

Department of Civil, Construction and Environmental Engineering, Federico II University of Naples, Via Claudio 21, 80125, Naples, Italy; Road Materials Laboratory La.Stra., Federico II University of Naples, Via Claudio 21, 80125, Naples, Italy.

出版信息

Environ Res. 2021 Jul;198:111277. doi: 10.1016/j.envres.2021.111277. Epub 2021 May 12.

Abstract

As a response to the reduction of environmental pollution and energy consumption in the maintenance or building of a road pavement, this research aims to provide innovative asphalt mixture solutions when designing asphalt base layers containing solidified Jet Grouting Waste (JGW) particles. This involved adding (or not) solutions made up from Reclaimed Asphalt Pavement (RAP) obtained by milling old pavements. The first step focused on a JGW and RAP leaching test before going on to design two non-traditional mixtures: a) a hot asphalt mixture made by replacing 4% of the limestone filler by the total weight of the aggregates with JGW (HMAJ), mixing all of them at a high temperature (160 ÷ 180°C), and b) a cold asphalt mixture made by adding 3% JGW as a filler, 70% RAP (CMRAJ), and 27% limestone by the total weight of the aggregates at low temperatures (40 ÷ 50°C). These innovative mixtures were investigated from the point of view of engineering performance by ascertaining their physico-mechanical features and environmental impact through a Life Cycle Assessment (LCA) test. Further comparison with traditional ones was then carried out using a hot mix asphalt (HMA) and a cold mixture made up from RAP, substituting a portion of the limestone aggregates (CMRA). Such mixtures are subject to special tender specification requirements. Engineering performance assessment showed that, compared with HMA, when JGW is added to both hot and cold mixtures, the ITS is 11% higher for HMAJ and CMRAJ, and cumulative strain is reduced by 17% for HMAJ and 39% for CMRA, while the cold asphalt mixtures (CMRA and CMRAJ) showed greater stiffness levels (on average 50%) at all test temperatures (10, 25, and 40°C). LCA analysis provided significant results for the solutions being compared. Specifically, use of HMAJ as the base layer helped save 65 g/m of CO compared with HMA, at the same time helping to reduce 29.7 kg of CO/m global warming potential. On the other hand, the use of CMRA as the base layer, again compared with the HMA, helped save 45 g/m of phosphorous compound emissions in water. In terms of terrestrial ecotoxicity and human non-carcinogenic toxicity, the best performance was obtained using a CMRAJ mixture, whose indicators showed a 60% reduction compared with the HMA solution base layer.

摘要

作为应对道路路面养护或建设过程中环境污染和能源消耗减少的措施,本研究旨在为含有固化喷射注浆废料(JGW)颗粒的沥青基层设计提供创新的沥青混合料解决方案。这涉及添加(或不添加)通过铣刨旧路面获得的再生沥青路面(RAP)制成的溶液。第一步集中在JGW和RAP的浸出试验上,然后再设计两种非传统混合料:a)一种热沥青混合料,用JGW替代4%按集料总重量计的石灰石填料(HMAJ),在高温(160÷180°C)下将它们全部混合;b)一种冷沥青混合料,在低温(40÷50°C)下按集料总重量计添加3%的JGW作为填料、70%的RAP(CMRAJ)和27%的石灰石。通过确定其物理力学特性并通过生命周期评估(LCA)试验评估环境影响,从工程性能的角度对这些创新混合料进行了研究。然后使用热拌沥青(HMA)和由RAP制成的冷混合料(用一部分石灰石集料替代,CMRA)与传统混合料进行进一步比较。此类混合料需符合特殊的招标规范要求。工程性能评估表明,与HMA相比,当在热混合料和冷混合料中添加JGW时,HMAJ和CMRAJ的间接拉伸强度(ITS)高出11%,HMAJ的累积应变降低了17%,CMRA的累积应变降低了39%,而冷沥青混合料(CMRA和CMRAJ)在所有试验温度(10、25和40°C)下均表现出更高的刚度水平(平均高出50%)。LCA分析为所比较的解决方案提供了重要结果。具体而言,与HMA相比,使用HMAJ作为基层有助于每米节省65克二氧化碳排放,同时有助于每立方米减少29.7千克二氧化碳的全球变暖潜能值。另一方面,与HMA相比,使用CMRA作为基层有助于每米节省45克水中磷化合物的排放量。在陆地生态毒性和人类非致癌毒性方面,使用CMRAJ混合料表现最佳,其指标显示与HMA溶液基层相比降低了60%。

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