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Studies on development of high performance, self-compacting alkali activated slag concrete mixes using industrial wastes

机译:利用工业废料开发高性能,自密实碱活化矿渣混凝土混合料的研究

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In the present study, development of a class of High Performance alkali Activated Slag Concrete mixes (hereafter referred to as HPAASC mixes) is discussed. These mixes are developed using three industrial wastes from Iron and Steel industry. While Ground granulated blast furnace slag (GGBFS) was used as the main binder, in the development of these HPAASC mixes, steel slag sand and Electric Arc Furnace slag (EAF slag) have been employed in the fine aggregate and coarse aggregate fractions of them. Higher flow characteristics, as those of self-compacting concrete mixes, as well as enhanced mechanical strength properties of these mixes are discussed in detail. The alkaline solutions used consist mixtures of sodium hydroxide and sodium silicate solutions, with a constant activator modulus (ratio of SiO2/Na2O) of one maintained in them. Taguchi' design of experiments methodology was used to reduce the experimental efforts.The formulation of all the mixes developed herein was based on Taguchi's L-9 orthogonal array. Flow and strength properties of a set of nine mixes were used for performance evaluation purposes in an initial, calibration phase. Strength prediction equations were derived based on such results, the predictive capability of which were then assessed and ascertained with actual results of experiments on the next six new mixes, in the prediction phase. Test results indicated a higher flowability values for all the mixes (with slump flows greater than 700 mm), good filling and passing abilities, all satisfying the EFNARC (European Federation of Specialist Construction Chemicals and Concrete Systems) recommendations for SCC mixes. Higher compressive strengths (65-90 MPa), split-tensile strengths (4.8-5.3 MPa), flexural strengths (6.5-7 MPa), and Modulus of Elasticity (30.4-36.2 GPa) were observed along with lower water absorption values (2.1-2.7%) for all the HPAASC mixes tested herein. Microstructure studies were conducted on samples from the fractured surfaces of test specimens from different mixes, using advanced SEM, EDX and XRD analyses and the results are discussed. (C) 2018 Elsevier Ltd. All rights reserved.
机译:在本研究中,讨论了一类高性能碱活化矿渣混凝土混合料(以下称为HPAASC混合料)的开发。这些混合物是使用钢铁行业的三种工业废料开发的。尽管使用了磨碎的高炉矿渣(GGBFS)作为主要粘结剂,但在开发这些HPAASC混合物时,钢渣砂和电弧炉渣(EAF渣)被用于其中的细骨料和粗骨料级分中。详细讨论了自密实混凝土混合物的较高流动特性以及这些混合物的增强的机械强度性能。所用的碱性溶液由氢氧化钠和硅酸钠溶液的混合物组成,其中恒定的活化剂模量(SiO2 / Na2O比)保持在其中。 Taguchi设计了实验方法,以减少实验工作。本文开发的所有混合物的配方均基于Taguchi的L-9正交阵列。在最初的校准阶段,将九种混合物的流动性和强度特性用于性能评估。基于这样的结果得出强度预测方程,然后在预测阶段评估其预测能力,并根据接下来的六种新混合物的实验实际结果进行确定。测试结果表明,所有混合料(坍落度大于700毫米)的流动性值都较高,填充和通过能力均良好,均符合SFN混合料的EFNARC(欧洲专业建筑化学品和混凝土系统专业联合会)建议。观察到较高的抗压强度(65-90 MPa),抗拉强度(4.8-5.3 MPa),抗弯强度(6.5-7 MPa)和弹性模量(30.4-36.2 GPa)以及较低的吸水率(2.1) -2.7%)用于此处测试的所有HPAASC混合物。使用先进的SEM,EDX和XRD分析技术,对来自不同混合物的试样断裂表面上的试样进行了微结构研究,并对结果进行了讨论。 (C)2018 Elsevier Ltd.保留所有权利。

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