Micro-Characterization of Recycled Concrete Aggregate

Muhaiminul Islam Alim, Kazi Abm Mohiuddin
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Abstract

Recycled concrete aggregate (RCA) is generated by crushing and processing concrete waste from demolition and construction activities, thereby reducing the environmental burden associated with disposing of concrete debris. The use of RCA in concrete production helps to alleviate the depletion of natural resources, as it serves as a substitute for traditional coarse and fine aggregates. This study identifies the microstructural aspects of RCA concrete, employing advanced techniques like scanning electron microscope (SEM) imaging with energydispersive spectroscopy (EDS) to analyze the microstructure and chemical composition of recycled concrete. The detailed microstructural analysis is anticipated to elucidate how the RCA content influences the interfacial transition zone, bond strength, and overall concrete performance. RCA exhibits a unique microstructure due to the presence of attached old mortar, which can influence the overall performance of RCA concrete. This study also explores the utilization of 100% RCA in preparing recycled concrete, comparing it with old and ordinary new concrete. The focus is on microstructural properties, hydration products, and the Interfacial Transition Zone (ITZ) between cement paste and aggregates. Samples were collected from a 47-year-old building, separating aggregates into different grades. Recycled coarse aggregates and recycled fine aggregates were obtained, and natural aggregates were collected. Concrete mixes for recycled and natural concrete were designed for a test strength of C30. Concrete cylinders were tested for compressive strength at 7, 28, and 90 days. Old concrete exhibited a dense microstructure with well-formed C-S-H gels, contributing to its superior strength. Recycled concrete, however, showed a wider and less dense ITZ, resulting in a more porous microstructure. EDS spectra confirmed C-S-H gel as the primary hydration product in all mixes, with the Ca/Si ratio varying, indicating complexity in hydrated product formation. The research highlights differences in microstructural and chemical characteristics among old concrete, ordinary new concrete, and recycled concrete. The wider ITZ and more porous microstructure in recycled concrete contribute to reduced strength. These findings provide insights into sustainable construction practices, promoting the use of recycled materials and addressing environmental challenges in the construction industry. As the construction industry continues to embrace sustainability, further research into the properties, performance, and best practices for incorporating RCA into concrete will play a pivotal role in advancing eco-friendly construction methodologies. Journal of Engineering Science 14(2), 2023, 145-155
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再生混凝土骨料的微观表征
再生混凝土骨料(RCA)是通过粉碎和加工拆除和建筑活动中产生的混凝土废料而产生的,从而减轻了处理混凝土废料对环境造成的负担。在混凝土生产中使用 RCA 可替代传统的粗骨料和细骨料,有助于缓解自然资源枯竭问题。本研究采用扫描电子显微镜(SEM)成像和能量色散光谱(EDS)等先进技术,分析再生混凝土的微观结构和化学成分,从而确定 RCA 混凝土的微观结构。详细的微观结构分析有望阐明 RCA 含量如何影响界面过渡区、粘结强度和混凝土的整体性能。由于存在附着的旧砂浆,RCA 表现出独特的微观结构,这会影响 RCA 混凝土的整体性能。本研究还探索了利用 100% RCA 制备再生混凝土的方法,并将其与旧混凝土和普通新混凝土进行了比较。研究重点是微观结构特性、水化产物以及水泥浆和骨料之间的界面过渡区(ITZ)。从一栋有 47 年历史的建筑中采集了样品,将骨料分成不同等级。其中包括再生粗集料和再生细集料,以及天然集料。再生混凝土和天然混凝土的混合料是按照 C30 的试验强度设计的。对混凝土圆柱体进行了 7 天、28 天和 90 天的抗压强度测试。旧混凝土的微观结构致密,C-S-H凝胶体形成良好,因此强度较高。而再生混凝土的 ITZ 更宽且更不致密,因此微观结构更多孔。EDS 光谱证实 C-S-H 凝胶是所有混合料中的主要水化产物,Ca/Si 比率各不相同,表明水化产物形成的复杂性。这项研究强调了旧混凝土、普通新混凝土和再生混凝土在微观结构和化学特性方面的差异。再生混凝土中更宽的 ITZ 和更多孔的微观结构导致强度降低。这些发现为可持续建筑实践、推广使用再生材料和应对建筑行业的环境挑战提供了启示。随着建筑行业不断追求可持续发展,对混凝土中加入 RCA 的特性、性能和最佳实践的进一步研究将在推进生态友好型建筑方法方面发挥关键作用。
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发文量
24
审稿时长
16 weeks
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