Improving the mechanical properties of cement paste with carbonated blast furnace slag by tailoring CaCO3 polymorphs and increasing carbonation degree

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Hammad Ahmed Shah, Weina Meng
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Abstract

Carbonating calcium-rich supplementary cementitious materials (SCMs) is increasingly used to reduce concrete's carbon footprint. However, significant knowledge gaps persist: (1) Carbonation forms a CaCO3 layer on SCM particles, which may hinder active silica dissolution and pozzolanic reactions, potentially affecting concrete performance. The extent of this impact is unknown; (2) Carbonation produces calcite, aragonite, and vaterite polymorphs on SCM surfaces, but their effects on concrete's strength and microstructure remain unclear; (3) Increasing carbonation degree of SCM before concrete use may reduce carbon emissions, but its effect on mechanical and long-term properties is uncertain. This study aims to bridge these gaps and optimize carbonated SCM use in low-carbon concrete.
Blast furnace slag (slag) underwent wet carbonation at 23 ± 2 °C and 60 °C to form pure calcite and aragonite on its surface, respectively. Carbonation degrees of 3 %, 6 %, and 9 % were achieved by varying carbonation duration. The carbonated slag replaced 30 % of cement in cement paste preparation. This study addresses three key questions: (1) How does increasing carbonation degree affects slag's pozzolanic reactivity (2) How different calcium carbonate polymorphs (e.g., calcite and aragonite)? on slag surfaces affect cement paste properties? and (3) The impact of varying carbonation degree on cement paste performance. Results show that 6 % carbonation enhances pozzolanic reactivity, contributing positively to cement paste performance. Aragonite increases 1d strength by 23 %, while calcite boosts 28d strength by 17 %. At 9 % carbonation, autogenous shrinkage decreases by 15 %, and aragonite raises flexural strength by 70 %. Tailoring carbonation degree and CaCO3 polymorphs optimize strength and shrinkage in cement paste.
通过调整CaCO3晶型和提高碳化度来改善碳化高炉矿渣水泥膏体的力学性能
碳化富钙补充胶凝材料(SCMs)越来越多地用于减少混凝土的碳足迹。然而,重大的知识空白仍然存在:(1)碳化在SCM颗粒上形成CaCO3层,这可能会阻碍活性二氧化硅溶解和火山灰反应,潜在地影响混凝土性能。这种影响的程度尚不清楚;(2)碳化作用在SCM表面产生方解石、文石和水晶石多晶体,但它们对混凝土强度和微观结构的影响尚不清楚;(3)在混凝土使用前提高SCM的碳化程度可以减少碳排放,但其对混凝土力学性能和长期性能的影响是不确定的。本研究旨在弥合这些差距,并优化碳化SCM在低碳混凝土中的应用。高炉渣(渣)在23±2℃和60℃条件下湿碳化,表面分别形成纯方解石和文石。通过不同的碳化时间,碳化度分别为3%、6%和9%。在水泥浆体制备中,碳化矿渣替代了30%的水泥。本文主要研究了三个关键问题:(1)提高碳化程度对矿渣的火山灰反应性有何影响?(2)矿渣表面不同的碳酸钙多晶体(如方解石和文石)如何影响水泥浆体的性能?(3)不同碳化程度对水泥浆体性能的影响。结果表明,6%的碳化量增强了火山灰的反应性,对水泥浆体性能有积极的促进作用。文石提高1d强度23%,方解石提高28d强度17%。碳化率为9%时,自收缩率降低15%,文石的抗弯强度提高70%。调整碳化度和碳酸钙多晶型可以优化水泥浆体的强度和收缩率。
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来源期刊
Cement & concrete composites
Cement & concrete composites 工程技术-材料科学:复合
CiteScore
18.70
自引率
11.40%
发文量
459
审稿时长
65 days
期刊介绍: Cement & concrete composites focuses on advancements in cement-concrete composite technology and the production, use, and performance of cement-based construction materials. It covers a wide range of materials, including fiber-reinforced composites, polymer composites, ferrocement, and those incorporating special aggregates or waste materials. Major themes include microstructure, material properties, testing, durability, mechanics, modeling, design, fabrication, and practical applications. The journal welcomes papers on structural behavior, field studies, repair and maintenance, serviceability, and sustainability. It aims to enhance understanding, provide a platform for unconventional materials, promote low-cost energy-saving materials, and bridge the gap between materials science, engineering, and construction. Special issues on emerging topics are also published to encourage collaboration between materials scientists, engineers, designers, and fabricators.
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