Investigation of mechanical properties and damage characterization of cement pastes prepared by coupled carbonation-hydration curing

IF 10.8 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Qinglong Qin , Boyang Su , Zihan Ma , Rui Sun , Peiliang Shen , Jiangshan Li , Chi Sun Poon
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Abstract

To achieve carbon reduction, a coupled carbonation-hydration curing approach has been developed. This study employs the acoustic emission (AE) technique to analyze the mechanical properties and damage characterization of cement paste under this curing method. Microscopic techniques clarify the evolution of products, microstructures and micromechanical parameters, highlighting their impact on mechanical behavior. Results indicate that the carbonation-hydration equilibrium is achieved when the ratio of CaCO3 to amorphous content is less than 2. In this system, C-S-H gels are predominantly formed, while the CaCO3 content remains minimal. At the balance system, the compressive strength increases by 4.16 %–16.25 %, while the pore volume in the range of 1–200 nm decreases by 13.19 %–19.54 % compared to standard curing. Conversely, the ratio greater than 2 results in over-carbonation, with CaCO3 as the dominant product and few C-S-H gels. In the over-carbonation system, the compressive strength and pore volume in the range of 1–200 nm decrease by 13.21 %–34.62 % and 21.55 %–40.85 %, respectively, compared to standard curing. Under coupled carbonation-hydration curing, cement pastes exhibit significant stress instability, with damage primarily from tensile cracks in the balanced systems and mixed shear-tensile or tensile cracks in the over-carbonated systems.
碳化-水化耦合固化法制备的水泥浆的力学性能和损伤特征研究
为了实现双碳策略,开发了一种碳化-水化耦合固化方法。本研究采用声发射(AE)技术分析了这种养护方法下水泥浆体的力学性能和损伤特征。微观技术阐明了产品、微观结构和微观力学参数的演变,突出了它们对宏观行为的影响。结果表明,当CaCO3与非晶含量之比小于2时,达到碳化水化平衡。在该体系中,主要形成C-S-H凝胶,而CaCO3含量保持在最低水平。在平衡体系下,与标准养护相比,抗压强度提高4.16% ~ 16.25%,孔隙体积减少13.19% ~ 19.54%。反之,大于2则会导致过度碳化,主要产物为CaCO3,很少有C-S-H凝胶。在过碳化体系中,抗压强度和孔隙体积分别比标准养护降低13.21% ~ 34.62%和21.55% ~ 40.85%。在碳化-水化耦合养护下,水泥浆体表现出明显的应力不稳定性,破坏主要来自平衡体系中的拉伸裂缝,过度碳化体系中的剪切-拉伸或拉伸混合裂缝。
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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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