利用粉煤灰和磨细高炉矿渣提高混凝土性能和可持续性--综合实验研究

Rajasekhar Cheruvu, B. Kameswara Rao
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摘要

本研究论文详细介绍了普通混凝土的效果,以及粉煤灰和磨细高炉矿渣(GGBS)混凝土作为水泥替代品的效果。研究的目的是通过一系列实验,推广使用部分替代型混凝土,以取代传统混凝土,促进可持续发展。研究制定了专门的方法,重点关注材料的机械性能和耐久性能,并诱导使用可持续材料。该方法研究了混凝土混合物的机械性能、耐久性和微观结构属性。对粘结剂比率(%)为 0.3、0.4 和 0.5 的水泥混凝土试样进行了 28、56 和 90 天的抗压强度、快速氯离子渗透性、扫描电镜和 XRD 测试。在所有粘结剂配比中,粉煤灰和 GGBS 部分替代水泥的比例均为 0% 至 70%(按水泥重量计)。每种粘合剂配比和粉煤灰都有最佳的替代比例;使用 GGBS 部分替代水泥的混凝土具有与传统混凝土相似或更高的力学性能。这项研究的新颖之处在于对相同样本进行了微观结构分析,从而能够分析部分替代材料与传统混凝土的性能。研究结果发现,部分替代混凝土试样的 RCPT 值较低,粉煤灰和 GGBS 的抗氯离子能力较强。扫描电镜和 XRD 分析揭示了混凝土混合物的微观结构特性和相组成,显示了辅助胶凝材料如何细化孔隙结构并提供持久的水化产物。这项研究表明,粉煤灰和 GGBS 可改善混凝土性能,减少对环境的影响,并可应用于建筑领域。
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Enhanced Concrete Performance and Sustainability with Fly Ash and Ground Granulated Blast Furnace Slag – A Comprehensive Experimental Study
This research paper explained in detail how well regular concrete works and how well concrete with fly ash and ground granulated blast furnace slag (GGBS) performs as a substitute for cement. Through a series of experiments, the objective of the study was to perform an experiment that promotes the usage of partial replacement-based concrete which can replace the conventional concrete as well as contributes to sustainable development. A dedicated methodology was developed for the study, focusing on the mechanical and durability properties of the materials with inducing sustainable materials. The methodology study examined the mechanical properties, durability, and microstructural attributes of concrete blends. Cement concrete specimens with binder ratios (%) of 0.3, 0.4, and 0.5 were tested for compressive strength, rapid chloride permeability, SEM, and XRD at 28, 56, and 90 days. Fly ash and GGBS were used to partially replace cement at 0% to 70% for all binder ratios by weight of cement. There were optimal replacement percentages for each binder ratio and fly ash; the concrete partially substituted with GGBS had similar or enhanced mechanical properties to conventional concrete. The novelty of the study is to incorporate microstructure analysis for the same samples that shall enable analysing the behaviour of the partial replaced materials with conventional concrete. In connection with the results, the study had found lower RCPT values in partial replacement concrete specimens, fly ash and GGBS increased chloride ion resistance. SEM and XRD analyses revealed the microstructural properties and phase composition of concrete mixtures, showing how supplementary cementitious materials refine pore structure and provide durable hydration products. This study shows that fly ash and GGBS can improve concrete performance as well as reduce impact on environment and applications in construction.
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