在 pH 值为 13、温度为 23 ℃ 的 KOH 溶液中,致密硅灰和未致密硅灰的溶解动力学

IF 10.9 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Cement and Concrete Research Pub Date : 2024-07-01 DOI:10.1016/j.cemconres.2024.107586
Yoonjung Han , Jonathan Lapeyre , Natasha Van Dam Levy , Mine G. Ucak-Astarlioglu , Jedadiah F. Burroughs , Jeffrey W. Bullard
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引用次数: 0

摘要

硅灰在波特兰水泥粘结剂中的反应动力学直接影响水化早期和中期阶段的孔隙率和强度发展。本研究揭示了硅灰在 23 °C、0.1 mol L-1 KOH 溶液中的溶解速率和机理与其成分、比表面积和饱和状态的函数关系。电导率测量用于持续跟踪反应进程,并将其与溶解浓度相关联。描述了溶解速率与硅灰表面积和饱和状态的关系,并建立了与标准化学动力学一致的速率方程,以模拟作为热力学驱动力函数的速率。推断出的速率方程可用于改进混合水泥粘结剂中微观结构演变的模型。
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Dissolution kinetics of densified and undensified silica fume in a KOH solution at pH 13 and 23 °C

The reaction kinetics of silica fume in Portland cement binders directly affect porosity and strength development during the early and intermediate stages of hydration. This study sheds light on silica fume’s dissolution rate and mechanism at 23 °C in a 0.1 mol L-1 KOH solution as a function of its composition, specific surface area, and saturation state. Conductivity measurements are used to continuously track the reaction progress and correlate it to dissolved concentration. The dependence of the dissolution rate on silica fume surface area and saturation state is described, and a rate equation consistent with standard chemical kinetics is developed to model the rates as a function of the thermodynamic driving force. The inferred rate equation can be used to improve models of microstructure evolution in blended cement binders.

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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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