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Feasibility study of utilisation of ferrochrome slag as fine aggregate and rice husk ash as cement replacement for developing sustainable concrete

机译:铬芳烃利用的可行性研究作为细骨料和稻壳灰烬作为发展可持续混凝土的水泥替代品

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Utilisation of ferrochrome slag as partial substitution of the fine aggregates and incorporation of rice husk ash (RHA) in place of cement has been carried out in this study to generate a sustainable concrete. For this, workability, compressive strength (CS), split tensile strength (STS), flexural strength (FS), rebound number (RN), ultrasonic pulse velocity (UPV), water absorption (WA), density and volume of voids (VV) of 12 numbers of concrete mixes made with 0%, 10%, and 20% ferrochrome slag fine aggregates (FSA) and 0%, 10%, 15% and 20% RHA have been investigated. The outcomes of this investigation depicts that all the mixes designed in this study incorporating (FSFA) and RHA has satisfied the workability requirements of concrete to be used for normal construction work. Furthermore, a substantial reduction in CS has been noted in the early days of the mixes made with higher quantity of RHA and FSFA; however, improvement in strength parameters has been seen in later days. The results of STS, FS, RN and UPV of mixes follow a similar trend to the CS for all mixes examined in the current investigation. Overall, the outcomes of this study conclude that the concrete characteristics considered for of this work are not significantly influenced with the inclusion of FSFA in place of natural sand. However, the reduction in concrete behaviour has been detected with the use of higher RHA (%). Further, the present study recommends for the utilisation of 10%-15% RHA and 10% FSFA in concrete for various applications.
机译:在该研究中,在本研究中进行了将铁铬渣作为部分取代和稻壳灰(rha)的掺入,以产生可持续的混凝土。为此,可加工性,压缩强度(CS),分裂拉伸强度(STS),弯曲强度(FS),回弹数(RN),超声波脉冲速度(UPV),吸水率(WA),密度和空隙量(VV已经研究了12种用0%,10%和20%的铬芳烃细聚集体(FSA)和0%,10%,15%和20%RHA制备的12个混凝土混合物。本研究的结果描述了本研究中掺入的所有混合物(FSFA)和RHA已经满足了混凝土的可加工性要求,用于正常施工工作。此外,在用较高量的RHA和FSFA制备的混合物的早期已经注意到了CS的大量减少;然而,在以后的日期已经看到了强度参数的改善。混合物的STS,FS,RN和UPV的结果遵循类似于当前调查中检查的所有混合物的CS的类似趋势。总体而言,这项研究的结果得出结论,考虑这项工作的具体特性不会因将FSFA代替天然沙子而受到显着影响。然而,通过使用更高的rha(%)检测了具体行为的减少。此外,本研究建议在混凝土中利用10%-15%的RHA和10%FSFA进行各种应用。

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