某地铝土矿渣筑路工程评价

A. Mouratidis, Iro Pernientaki
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引用次数: 4

摘要

铝土矿渣,又称赤泥,是采用拜耳法进行铝土矿工业处理后的固体残余物。在过去二十年中,已经进行了大量研究,以建议这种材料的潜在有效利用,包括提取稀有金属、生产陶瓷、油漆剂、肥料、在水泥工业中的使用(熟料中的铁/氧化铝来源)和其他工业应用。然而,这种副产品在需要大量土方工程的公路工程项目中的潜在用途还远未得到充分调查。这种抗“高附加值”结构的有益结合,间接产生了积极的环境影响,使铝土矿渣在工程应用中的使用变得有趣和有前途。本文介绍了“希腊铝业”工业基地铝土矿渣沥青路的工程评价。该建筑(2009-2011)基于对副产品特性的实验室和现场调查结果。经过9年的全面交通状况,最近进行了全面评估,以发现道路结构的任何缺陷,并确定BR路面的性能随时间的推移。现场调查主要是对路面破损进行评估,揭示了BR结构的结构缺陷。本次调查的结果表明,在重载条件下的路面性能绝对令人满意。此外,本文还为今后利用铝土矿渣建造类似的道路路面提供了一些工程指导。
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ENGINEERING ASSESSMENT OF A LOCAL ROAD CONSTRUCTED FROM BAUXITE RESIDUE
Bauxite residue, also called red mud, is the solid remainder of the bauxite industrial treatment by the Bayer process. During the last two decades, significant research has been undertaken to suggest potential effective use of the material, including extraction of rare metals, production of ceramics, painting agents, fertilizers, use in cement industry (iron/alumina source in clinker), and other industrial applications. However, potential use of this by-product in highway engineering projects, which engage big volumes of earthwork, is far from being fully investigated. This beneficial combination of a resistant “high-added value” structure, indirectly producing a positive environmental impact, makes the use of bauxite residue in engineering applications interesting and promising. This paper presents the engineering assessment of an asphalt road constructed from bauxite residue in the industrial site of the “Aluminium of Greece”. The construction (2009–2011) was based on the results of laboratory and site investigation of the properties of the by-product. After 9 years of full traffic conditions, a comprehensive assessment has been recently undertaken to detect any deficiencies of the road structure and to determine the performance of the BR pavement over time. The site investigation was mainly directed at the appraisal of surface pavement distress unveiling structural defects of the BR structure. The results of this investigation indicate an absolutely satisfactory pavement performance under heavy load conditions. Moreover, some engineering input, in terms of guidelines, useful to build similar road pavements from bauxite residue in the future, are herewith presented.
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