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Application of the response surface method to optimize alkali activated cements based on low-reactivity ladle furnace slag

机译:响应面法优化基于低反应性钢圈炉渣的碱活化水泥的应用

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Steel-making slags, resulting from basic oxygen furnaces or electric arc furnaces are heavily applied in the construction industry, as an aggregate for pavements or concrete. Although possessing a significant crystalline content, it is expected that, if properly milled, the reactivity of these slags can increase up to a point when they are viable to produce alkaline cements. The aim of this study was the application of a response surface method to design the experimental work required to optimise the composition of an alkaline cement based on ladle furnace slag, a specific type of steel slag (SG). Fly ash (FA) was also added, in a precursor role, and the activation was achieved with an alkaline solution prepared with sodium silicate (SS) and sodium hydroxide (SH). The factors/variables considered were the activator index X = SS/(SS + SH), the precursor index Y = SG/(SG + FA) and the SH concentration (Z). The output variables were the unconfined compression strength and the flexural strength, after 7 and 28 days curing. Results indicate that the activator index (X) was the most influential variable, followed by the precursor index (Y). Microstructural analysis of selected pastes was also performed, using scanning electron microscopy and energy dispersive spectroscopy. The ideal composition obtained for the alkaline cement was the mixture constituted by X = 0.75, Y = 0.5 and Z = 10 (activator: 75% SS and 25% SH; precursor: 50% SG and 50% FA; SH concentration = 10 molal). This mixture achieved 8.70 MPa of flexural strength and 44.25 MPa of compressive strength which is reasonable for the required application (soil stabilisation). (C) 2020 Elsevier Ltd. All rights reserved.
机译:由基本氧气炉或电弧炉引起的钢制造炉渣在建筑业中占据了大量施法的,作为路面或混凝土的骨料。虽然具有显着的结晶含量,但是预期,如果适当研磨,则当它们可行以产生碱性水泥时,这些矿渣的反应性可以增加到一定程度。该研究的目的是应用响应面方法来设计优化基于钢包炉渣的碱性水泥组成所需的实验工作,具体类型的钢渣(SG)。在前体作用中也加入粉煤灰(Fa),并通过用硅酸钠(SS)和氢氧化钠(SH)制备的碱性溶液来实现活化。所考虑的因子/变量是激活因子x = ss /(ss + sh),前体索引y = sg /(sg + fa)和sh浓度(z)。输出变量是未束缚的压缩强度和弯曲强度,在7和28天后固化。结果表明,激活因子(X)是最具影响力的变量,其次是前体索引(Y)。还使用扫描电子显微镜和能量色散光谱进行所选粘液的微观结构分析。用于碱性水泥的理想组合物是由x = 0.75,y = 0.5和z = 10构成的混合物(活化剂:75%ss和25%sh;前体:50%sg和50%fa; sh浓度= 10 molal )。该混合物实现了8.70MPa的弯曲强度和44.25MPa的抗压强度,这对于所需的施用(土壤稳定化)是合理的。 (c)2020 elestvier有限公司保留所有权利。

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