Developing a sustainable self-compacting geopolymer concrete with 100% geopolymer-coated recycled concrete aggregate replacement

IF 3.5 Q3 GREEN & SUSTAINABLE SCIENCE & TECHNOLOGY
B. Nikmehr, B. Kafle, Riyadh Al-Ameri
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引用次数: 0

Abstract

PurposeConcrete, the second most used material in the world, surpassed only by water, relies on a vast amount of cement. The process of cement production emits substantial amounts of carbon dioxide (CO2). Consequently, it is crucial to search for cement alternatives. Geopolymer concrete (GC) uses industrial by-product material instead of traditional cement, which not only reduces CO2 emissions but also enhances concrete durability. On the other hand, the disposal of concrete waste in the landfills represents a significant environmental challenge, emphasising the urgent need for sustainable solutions. This study aimed to investigate waste concrete's best form and rate as the alternative aggregates in self-compacting and ambient-cured GC to preserve natural resources, reduce construction and demolition waste and decrease pertinent CO2 emissions. The binding material employed in this research encompasses fly ash, slag, micro fly ash and anhydrous sodium metasilicate as an alkali activator. It also introduces the best treatment method to improve the recycled concrete aggregate (RCA) quality.Design/methodology/approachA total of25%, 50% and 100% of coarse aggregates are replaced with RCAs to cast self-compacting geopolymer concrete (SCGC) and assess the impact of RCA on the fresh, hardened and water absorption properties of the ambient-cured GC. Geopolymer slurry was used for coating RCAs and the authors examined the effect of one-day and seven-day cured coated RCA. The mechanical properties (compressive strength, splitting tensile strength and modulus of elasticity), rheological properties (slump flow, T500 and J-ring) and total water absorption of RCA-based SCGC were studied. The microstructural and chemical compositions of the concrete mixes were studied by the methods of energy dispersive X-Ray and scanning electron microscopy.FindingsIt is evident from the test observations that 100% replacement of natural aggregate with coated RCA using geopolymer slurry containing fly ash, slag, micro fly ash and anhydrous sodium metasilicate cured for one day before mixing enhances the concrete's quality and complies with the flowability requirements. Assessment is based on the fresh and hardened properties of the SCGC with various RCA contents and coating periods. The fresh properties of the mix with a seven-day curing time for coated RCA did not meet the requirements for self-compacting concrete, while this mix demonstrated better compressive strength (31.61 MPa) and modulus of elasticity (15.39 GPa) compared to 29.36 MPa and 9.8 GPa, respectively, for the mix with one-day cured coated RCA. However, incorporating one-day-cured coated RCA in SCGC demonstrated better splitting tensile strength (2.32 MPa) and water absorption (15.16%).Research limitations/implicationsA potential limitation of this study on SCGC with coated RCAs is the focus on the short-term behaviour of this concrete. This limited time frame may not meet the long-term requirements for ensuring the sustained durability of the structures throughout their service life.Originality/valueThis paper highlights the treatment technique of coating RCA with geopolymer slurry for casting SCGC.
开发可持续的自密实土工聚合物混凝土,100% 使用土工聚合物涂层的再生混凝土骨料替代物
混凝土是世界上使用量第二大的材料,仅次于水,它依赖于大量的水泥。水泥生产过程排放大量的二氧化碳(CO2)。因此,寻找水泥替代品至关重要。地聚合物混凝土(GC)采用工业副产品材料代替传统水泥,不仅减少了二氧化碳的排放,而且提高了混凝土的耐久性。另一方面,在垃圾填埋场处理混凝土废物是一个重大的环境挑战,强调迫切需要可持续的解决方案。本研究旨在探讨废弃混凝土作为自密实和环境固化GC替代骨料的最佳形式和比率,以保护自然资源,减少建筑和拆除废物,并减少相关的二氧化碳排放。本研究采用的粘结材料包括粉煤灰、矿渣、微粉煤灰和作为碱活化剂的无水偏硅酸钠。介绍了提高再生混凝土骨料(RCA)质量的最佳处理方法。设计/方法/方法将25%、50%和100%的粗骨料替换为RCA来浇筑自密实地聚合物混凝土(SCGC),并评估RCA对环境固化GC的新鲜、硬化和吸水性能的影响。采用地聚合物浆料包覆RCA,并对1天和7天固化包覆RCA的效果进行了研究。研究了rca基SCGC的力学性能(抗压强度、劈裂抗拉强度和弹性模量)、流变性能(坍落度、T500和j环)和总吸水率。采用能量色散x射线和扫描电镜对混凝土混合料的微观结构和化学成分进行了研究。试验结果表明,采用掺加粉煤灰、矿渣、微粉煤灰和无水偏硅酸钠的地聚合物浆料100%替代天然骨料,搅拌前固化1天,可提高混凝土的质量,满足混凝土的流动性要求。评估是基于不同RCA含量和涂层时间的SCGC的新鲜和硬化特性。经7天养护的涂层RCA混合料的新鲜性能不符合自密实混凝土的要求,但其抗压强度(31.61 MPa)和弹性模量(15.39 GPa)分别优于1天养护的涂层RCA混合料的29.36 MPa和9.8 GPa。然而,在SCGC中加入一天固化的涂层RCA具有更好的分裂抗拉强度(2.32 MPa)和吸水率(15.16%)。研究局限/意义本研究的SCGC涂层RCAs的一个潜在限制是关注混凝土的短期行为。这个有限的时间框架可能无法满足确保结构在其整个使用寿命中持续耐用性的长期要求。本文重点介绍了用地聚合物浆料包覆RCA铸造SCGC的处理技术。
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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来源期刊
Smart and Sustainable Built Environment
Smart and Sustainable Built Environment GREEN & SUSTAINABLE SCIENCE & TECHNOLOGY-
CiteScore
9.20
自引率
8.30%
发文量
53
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