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Green quaternary concrete composites: Characterization and evaluation of the mechanical properties

机译:绿色四元混凝土复合材料:力学性能的表征和评估

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Industrial byproducts such as fly ash (FA), silica fume (SF), ground granulated blast furnace slag (GGBS), metakaolin (MK), and lime powder (LP), popularly known as supplementary cementitious materials (SCMs), have been extensively used in the manufacturing of cement and cement products in binary and ternary modes. In the present study, attempt has been made to develop a new sustainable green quaternary binder by partially replacing ordinary Portland cement (OPC) with different percentages of SCMs and find the optimum mix that can provide the best results in terms of mechanical as well as durability properties. The motivation is to reduce our dependency on OPC to reduce carbon foot print and utilizing these industrial byproducts for the sustainable development. Different compositions of quaternary binders were prepared and their physical, mechanical, and durability properties were studied and compared with the OPC and binary cement product pozzolanic Portland cement (PPC). The mechanical properties of concrete prepared with these OPC, PPC, and quaternary binders were also studied and it is established that the concrete mixtures prepared with quaternary binders provided better results and proved to be more economical. It is concluded that quaternary binders (a) OPC70%+FA15%+SF7.5%+GGBS7.5%, (b) OPC70%+FA15%+SF7.5%+MK7.5%, (c) 50%OPC+30%FA+10%SF+10%GGBS, and (d) 50%OPC+30%FA+10%SF+10%MK have produced relatively better strength, improved durability, and resistance to sulfate attack. These findings were also supported with the microstructural studies of hardened concrete of M20 grade using scanning electron microscope (SEM) and X-ray diffraction (XRD).
机译:粉煤灰(FA),硅粉(SF),磨碎的高炉矿渣(GGBS),偏高岭土(MK)和石灰粉(LP)等工业副产品已广为人知,被称为辅助胶凝材料(SCM)。用于二元和三元模式的水泥和水泥产品生产。在本研究中,已尝试通过用不同百分比的SCM替代部分普通硅酸盐水泥(OPC)来开发一种新型的可持续性绿色四元粘合剂,并找到可以在机械和耐久性方面提供最佳结果的最佳混合物。属性。这样做的动机是减少我们对OPC的依赖,以减少碳足迹,并利用这些工业副产品实现可持续发展。制备了不同组成的季铵盐粘合剂,并研究了它们的物理,机械和耐久性能,并将其与OPC和二元水泥产品火山灰硅酸盐水泥(PPC)进行了比较。还研究了用这些OPC,PPC和四元粘合剂制备的混凝土的机械性能,并确定了用四元粘合剂制备的混凝土混合物可提供更好的效果,并被证明更经济。结论是四元粘合剂(a)OPC70%+ FA15%+ SF7.5%+ GGBS7.5%,(b)OPC70%+ FA15%+ SF7.5%+ MK7.5%,(c)50%OPC + 30%FA + 10%SF + 10%GGBS和(d)50%OPC + 30%FA + 10%SF + 10%MK产生了相对更好的强度,改进的耐久性和抗硫酸盐侵蚀性。这些发现也得到了使用扫描电子显微镜(SEM)和X射线衍射(XRD)对M20级硬化混凝土的微观结构研究的支持。

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