Study on supplementary cementitious materials for sustainable development of concrete

Bano Samreen, Bano Farheen, A. A. Syed
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Abstract

Modern society makes extensive use of concrete for construction. The demand for concrete is increasing daily as a result of the expansion of urbanization and industrialization. To produce concrete, a lot of raw materials and natural resources are needed. A significant quantity of industrial waste, agricultural waste, and other types of solid material disposal are simultaneously creating significant environmental problems. The use of artificial wastes as supplementary materials, the source of which are both reliable and suitable for alternative preventive solutions, promotes the environmental sustainability of the industry by minimizing and reducing the negative effect of the concrete industry due to the explosive usage of raw materials. Recent use of such products to be utilized as a partial replacement for Portland cement (PC) in cementitious systems is investigated in terms of material qualities and the extent to which they can be replaced in cementitious systems. In particular, Supplementary Cementitious Materials (SCM) can improve material qualities such as flowability, strength and durability. Conventional concrete was utilized as the design mix proportion, with 10%, 20%, 30%, and 40% of the cement being replaced with industrial waste such as fly ash and hypo sludge. The test's 30% replacement level produced the best compressive stress when waste paper was used, where strength is less important or where the construction is only expected to be used temporarily, and design mix proportions up to 40% replacement can also be used. The optimal level of Rice Husk Ash (RHA) replacement in concrete is 10%, which has been shown to significantly increase compressive strength at 28 days when compared to the control mix. It reveals that the Palm Oil Fuel Ash (POFA) concrete, used as a concrete control in this investigation, has a higher compressive strength than Ordinary Portland Cement (OPC) Concrete. This paper examines the potential application of industrial and agricultural wastes as additional cementitious material in the manufacture of concrete. It focuses on describing the engineering, physical, and chemical properties of these wastes to demonstrate the concept of using them. This gives an overview of the knowledge that is now available regarding the successful use of synthetic wastes in the concrete industry, including fly ash, slag, silica fume, rice husk ash, palm oil fuel ash, sugar cane bagasse ash, wood waste ash, and bamboo leaf ash.
混凝土可持续发展的补充胶凝材料研究
现代社会广泛使用混凝土进行建筑。由于城市化和工业化的发展,对混凝土的需求日益增加。生产混凝土需要大量的原材料和自然资源。大量的工业废物、农业废物和其他类型的固体材料处理同时造成了严重的环境问题。使用人工废物作为补充材料,其来源既可靠又适合替代预防性解决方案,通过最大限度地减少混凝土行业因原材料爆炸性使用而产生的负面影响,促进了行业的环境可持续性。最近使用这些产品作为水泥体系中波特兰水泥(PC)的部分替代品,根据材料质量和它们在水泥体系中可以替代的程度进行了调查。特别是,补充胶凝材料(SCM)可以改善材料的流动性、强度和耐久性等品质。采用常规混凝土作为设计配合比,分别用工业废渣如粉煤灰、次污泥代替10%、20%、30%、40%的水泥。当使用废纸时,测试中30%的替换水平产生了最好的压应力,在强度不太重要的情况下,或者在建筑只打算暂时使用的情况下,设计混合比例高达40%的替换也可以使用。混凝土中稻壳灰(RHA)的最佳替代水平为10%,与对照混合料相比,已被证明可显著提高28天的抗压强度。结果表明,棕榈油燃料灰(POFA)混凝土,在本研究中作为混凝土控制,具有比普通波特兰水泥(OPC)混凝土更高的抗压强度。本文探讨了工业和农业废弃物作为附加胶凝材料在混凝土制造中的潜在应用。它着重于描述这些废物的工程、物理和化学性质,以展示利用它们的概念。本文概述了目前在混凝土工业中成功使用合成废物的知识,包括粉煤灰、矿渣、硅灰、稻壳灰、棕榈油燃料灰、甘蔗甘蔗渣灰、木材废料灰和竹叶灰。
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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