Behaviors and influences of water confined within the C-S-H interlayer: A quenched solid density functional theory study

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Peng Zhang , Hegoi Manzano , Ming-Feng Kai , Jian-Guo Dai
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Abstract

Water confined within cement paste significantly influences the material's physical and chemical behaviors. Using quenched solid density functional theory (QSDFT), we investigate the complex behaviors of water confined within C-S-H interlayers. Confined water exists in forms of double layers (0–0.29 nm pores), three layers (0.32–0.59 nm pores), and multiple layers (≥0.65 nm pores). The adsorption isotherms reveal distinct adsorption behaviors depending on the pore size. For pores smaller than 0.59 nm, adsorption occurs as monolayer water adsorption and phase transition. In contrast, larger pores exhibit three stages: monolayer adsorption, multilayer adsorption, and phase transition. The pore pressure is positive for smaller pores (≤0.03 nm) and negative for larger pores; however, after the phase transition, the negative pressure is released with increasing relative humidity (RH). Additionally, temperature increase reduces the adsorption capacity, disrupts the water ordering, shortens the phase transition period, and affects the saturated pore pressure.

封闭在 C-S-H 夹层内的水的行为和影响:淬火固体密度泛函理论研究
封闭在水泥浆中的水会极大地影响材料的物理和化学特性。我们利用淬火固体密度泛函理论(QSDFT)研究了封闭在 C-S-H 夹层中的水的复杂行为。水以双层(0-0.29 nm 孔隙)、三层(0.32-0.59 nm 孔隙)和多层(≥0.65 nm 孔隙)的形式存在。吸附等温线显示了不同孔径的不同吸附行为。对于小于 0.59 nm 的孔,吸附行为表现为单层水吸附和相变。相反,较大的孔隙则表现出三个阶段:单层吸附、多层吸附和相变。较小孔隙(≤0.03 nm)的孔隙压力为正,较大孔隙的孔隙压力为负;但在相变之后,负压会随着相对湿度(RH)的增加而释放。此外,温度升高会降低吸附能力,破坏水的有序性,缩短相变期,并影响饱和孔隙压力。
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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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