Effect of calcination on the physical, chemical, morphological, and cementitious properties of red mud

Venkatesh Chava, Sonali Sri Durga Chereddy
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Abstract

Red mud (RM) is a by-product of the Bayer process in aluminum industries, and its disposal leads to environmental imbalance. This study aimed to utilize RM as a cementing material in concrete to mitigate the negative environmental impact associated with its disposal. Initially, red mud was subjected to calcination at 600ºC for 0-6 hours with increments of 1 hour. Various characterization studies, including particle size analysis, BET analysis, XRF, XRD, TG-DTA, and SEM, were conducted to investigate the physical, chemical, and morphological changes in the RM resulting from calcination. Regarding the physical properties, specific gravity, and particle size values significantly decreased, while specific surface area and mass losses increased up to 2 hours of calcination due to moisture loss. Subsequently, contrasting results were observed. XRF analysis revealed abundant presence of iron oxide (Fe2O3), alumina (Al2O3), and silica (SiO2) in all the calcined red muds. Mineralogical phase changes, such as the transformation of goethite to hematite and gibbsite to alumina, were observed through XRD analysis. Morphological changes were observed using SEM analysis, showing a loose structure up to 2 hours of calcination, followed by a denser structure. Furthermore, all the calcined RMs were incorporated into cement at a 10% weight ratio, and their pozzolanic properties were investigated. Based on the results, the 2-hour calcined RM exhibited superior cementitious properties, including high compressive strength and strength activity index (46.27 MPa and 117.24%, respectively). Similarly, scanning electron microscope analysis was conducted to understand the behavior of the 2-hour calcined red mud in cement mortar, demonstrating better C-S-H gel formation in the corresponding mix. The present study concludes that 2-hour calcined red mud can be effectively used as a cementing material in concrete.
煅烧对赤泥物理、化学、形态和胶凝特性的影响
赤泥(RM)是铝工业拜耳法工艺的副产品,其处置会导致环境失衡。本研究旨在利用赤泥作为混凝土中的胶结材料,以减轻处置赤泥对环境造成的负面影响。最初,赤泥在 600ºC 下煅烧 0-6 小时,每小时煅烧 1 次。为研究煅烧过程中赤泥的物理、化学和形态变化,进行了各种表征研究,包括粒度分析、BET 分析、XRF、XRD、TG-DTA 和 SEM。在物理特性方面,比重和粒度值明显降低,而比表面积和质量损失则因水分流失而在煅烧 2 小时内增加。随后,观察到了截然不同的结果。XRF 分析显示,所有煅烧过的赤泥中都含有大量氧化铁(Fe2O3)、氧化铝(Al2O3)和二氧化硅(SiO2)。通过 XRD 分析可观察到矿物相的变化,如鹅铁矿转变为赤铁矿,辉锑矿转变为氧化铝。利用扫描电镜分析法观察到了形态变化,显示出煅烧 2 小时前的松散结构,随后是致密结构。此外,所有煅烧过的 RM 均以 10% 的重量比掺入水泥中,并对其水胶特性进行了研究。结果表明,煅烧 2 小时的 RM 具有优异的胶凝性能,包括较高的抗压强度和强度活性指数(分别为 46.27 兆帕和 117.24%)。同样,为了解 2 小时煅烧的赤泥在水泥砂浆中的行为,还进行了扫描电子显微镜分析,结果表明在相应的混合料中形成了更好的 C-S-H 凝胶。本研究的结论是,2 小时煅烧赤泥可有效用作混凝土中的胶结材料。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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