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The Influence of a Curing Regime on the Geotechnical Properties of Ladle Furnace Slag as Used in Pavement Applications

机译:固化制度对路面应用中使用的钢丝炉渣岩岩土性质的影响

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Ladle furnace slag (LFS) is a solid waste by-product from the secondary stage of steel making process in ladle refining furnace. An extensive suite of engineering and geotechnical tests was undertaken on LFS aggregates to evaluate its potential to use as a road construction material. The chemical composition and microstructure of LFS samples were evaluated using X-ray fluorescence analysis (XRF) and scanning electron microscopy (SEM). The effect of different curing regimes on the strength of unbound LFS was also investigated. It was found that both duration and temperature of the curing had a vital role in the strength development of LFS samples, which could be attributed to the relatively high lime content of the LFS material. The suitable engineering properties of LFS materials could make it a reliable substitute for quarry produced pavement materials, which may result in diverting large amount of LFS from landfills.
机译:Ladle Furnace Slag(LFS)是一种固体废物副产品,来自钢材加工炉中的钢制工艺的次级阶段。在LFS聚集体上进行了广泛的工程和岩土性测试,以评估其用作道路施工材料的潜力。使用X射线荧光分析(XRF)和扫描电子显微镜(SEM)评估LFS样品的化学成分和微观结构。还研究了不同固化制度对未结合LFS强度的影响。结果发现,固化的持续时间和温度在LFS样品的强度发展中具有至关重要的作用,这可能归因于LFS材料的相对高的石灰含量。 LFS材料的合适工程性能可以使其成为采石场的可靠替代品生产的路面材料,这可能导致从垃圾填埋场转移大量LFS。

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