Evaluation of bituminous sub-ballast manufactured at low temperatures as an alternative for the construction of more sustainable railway structures

IF 1.1 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
L. Pirozzolo, M. Sol-Sánchez, F. Moreno-Navarro, G. Martínez-Montes, M. Rubio-Gámez
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引用次数: 10

Abstract

Hot bituminous mixtures are becoming widely used in modern railway tracks in the sub-ballast layer. The reason is that these materials allow for both an increase in bearing capacity and greater protection of the substructure respect the traditional granular sub-ballast. Despite these advantages, the fact that these materials are manufactured at a temperature of 160°C means that their application can lead to an important increase in construction costs, pollution and energy consumption. This paper aims to study the possibility of using WMA manufactured at lower temperatures, as bituminous sub-ballast, in order to save energy and reduce emissions throughout the production process, as well as diminish the global costs of this layer. To this end, this study focuses on a comparison of the mechanical behaviour of warm and hot bituminous mixtures as sub-ballast under various loading conditions. The results indicate that WMA offers mechanical behaviour that is comparable to conventional HMA.
在低温下制造的沥青压载物作为更可持续的铁路结构建设的替代方案的评价
热沥青混合物正被广泛用于现代铁路轨道的底碴层。原因是,与传统的颗粒底碴相比,这些材料既能提高承载力,又能更好地保护下部结构。尽管有这些优势,但这些材料是在160°C的温度下制造的,这意味着它们的应用可能会导致建筑成本、污染和能源消耗的大幅增加。本文旨在研究使用在较低温度下制造的WMA作为沥青底碴的可能性,以在整个生产过程中节约能源和减少排放,并降低该层的全球成本。为此,本研究重点比较了温沥青混合料和热沥青混合料在不同荷载条件下作为底碴的力学性能。结果表明,WMA提供了与传统HMA相当的机械性能。
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来源期刊
Materiales de Construccion
Materiales de Construccion 工程技术-材料科学:综合
CiteScore
3.20
自引率
9.50%
发文量
38
审稿时长
>12 weeks
期刊介绍: Materiales de Construcción is a quarterly, scientific Journal published in English, intended for researchers, plant technicians and other professionals engaged in the area of Construction, Materials Science and Technology. Scientific articles focus mainly on: - Physics and chemistry of the formation of cement and other binders. - Cement and concrete. Components (aggregate, admixtures, additions and similar). Behaviour and properties. - Durability and corrosion of other construction materials. - Restoration and conservation of the materials in heritage monuments. - Weathering and the deterioration of construction materials. - Use of industrial waste and by-products in construction. - Manufacture and properties of other construction materials, such as: gypsum/plaster, lime%2
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