Full-scale observation of drying-induced microstructure change in hardened cement paste by water and 2-propanol 1H NMR relaxometry

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-10-18 DOI:10.1016/j.cemconres.2024.107698
Ryusei Igami , Go Igarashi , Abudushalamu Aili , Ryo Kurihara , Takahiro Ohkubo , Ippei Maruyama
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Abstract

To understand the microstructural changes in the hardened cement paste during the drying, hardened white Portland cement pastes were D-dried or dried under 11, 33, 40, and 75% relative humidity, and then, pastes were impregnated with 2-propanol or water under vacuum. Measurement of 1H NMR relaxometry was employed for the pastes before and after impregnation, and the full-scale microstructural changes of the hardened cement paste after drying were successfully visualized. It was observed that the volume of the coarse pores outside the agglomeration of calcium-silicate-hydrate (C-S-H) increased, and the volume of the C-S-H interlayer spaces and gel pores decreased as the drying relative humidity decreased. Thus, it was evidenced that interlayer space is decreasing during drying. It was also confirmed that 2-propanol can enter some of the interlayer space of C-S-H after harsh drying.
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通过水和 2-丙醇 1H NMR 驰豫测定法全面观察硬化水泥浆中由干燥引起的微观结构变化
为了了解硬化水泥浆体在干燥过程中的微观结构变化,将硬化的白色硅酸盐水泥浆体在 11%、33%、40% 和 75% 的相对湿度下进行 D 干燥或干燥,然后在真空条件下用 2-丙醇或水浸渍浆体。对浸渍前后的水泥浆进行了 1H NMR 驰豫测定,成功地观察到了干燥后硬化水泥浆的全面微观结构变化。结果表明,随着干燥相对湿度的降低,硅酸钙水合物(C-S-H)团聚外的粗孔隙体积增大,而 C-S-H 层间空隙和凝胶孔隙体积减小。因此,这证明了层间空间在干燥过程中不断减小。研究还证实,2-丙醇在苛刻干燥后可进入 C-S-H 的部分层间空间。
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来源期刊
Cement and Concrete Research
Cement and Concrete Research 工程技术-材料科学:综合
CiteScore
20.90
自引率
12.30%
发文量
318
审稿时长
53 days
期刊介绍: Cement and Concrete Research is dedicated to publishing top-notch research on the materials science and engineering of cement, cement composites, mortars, concrete, and related materials incorporating cement or other mineral binders. The journal prioritizes reporting significant findings in research on the properties and performance of cementitious materials. It also covers novel experimental techniques, the latest analytical and modeling methods, examination and diagnosis of actual cement and concrete structures, and the exploration of potential improvements in materials.
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