Comparative analysis of carbonation strengthening mechanisms in full solid waste materials: Steel slag vs. carbide slag

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement & concrete composites Pub Date : 2025-01-06 DOI:10.1016/j.cemconcomp.2025.105927
Qi Zhang , Pan Feng , Xuyan Shen , Yuxi Cai , Houru Zhen , Zhichao Liu
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Abstract

Maximizing the use of solid wastes to replace energy-intensive cement while maintaining the comparable mechanical properties is a promising strategy for developing negative carbon building materials. In this paper, full steel slag/carbide slag blocks were prepared by pressing and subsequent carbonation to enhance mechanical properties and capture CO2. The evolution of carbonation degree and compressive strength with varying liquid to solid ratios and carbonation durations were characterized, followed by a comparative analysis of carbonation strengthening mechanisms. The results show that carbonation significantly improves compressive strengths, exhibiting a linear relationship between carbonation degree and compressive strength. The maximum carbonation degrees and compressive strengths achieved were 24.56 % and 79.68 MPa for full steel slag blocks, and 64.46 %, 44.64 MPa for full carbide slag blocks, respectively. Although the maximum carbonation degree of full steel slag blocks is only about one-third of that of the full carbide slag blocks, their superior compressive strength can be attributed to denser microstructures, stronger bonding properties between steel slag particles and carbonated products, and a larger effective elastic modulus. This study provides a new insight into the carbonation strengthening mechanisms based on the inherent properties of different materials and introduces a novel concept for creating high-performance, eco-friendly building materials.
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全固体废弃物中碳化强化机理的比较分析:钢渣与电石渣
最大限度地利用固体废物来替代能源密集型水泥,同时保持相当的机械性能,是开发负碳建筑材料的一个有前途的策略。本文通过压制和后续碳化制备了全钢渣/电石渣块,以提高其力学性能和捕集CO2。研究了不同液固比和碳化时间下碳化程度和抗压强度的变化规律,并对碳化强化机理进行了对比分析。结果表明:碳化显著提高了抗压强度,碳化程度与抗压强度呈线性关系;全钢渣块的最大碳化度和抗压强度分别为24.56%和79.68 MPa,全电石渣块的最大碳化度和抗压强度分别为64.46%和44.64 MPa。虽然全钢渣块的最大碳化程度仅为全电石渣块的三分之一左右,但其优异的抗压强度可归因于其组织更致密,钢渣颗粒与碳化产物之间的结合性能更强,有效弹性模量更大。本研究为基于不同材料固有特性的碳化强化机制提供了新的见解,并为创造高性能、环保的建筑材料引入了新的概念。
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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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