Diffusion and physicochemical behavior of chloride and sodium ions in C-S-H gel pores : A molecular dynamics investigation

IF 13.1 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY
Tarek Ihaddadene, Jérôme Claverie, François Bignonnet, Ouali Amiri
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引用次数: 0

Abstract

Calcium silicate hydrate (C-S-H) gel is an amorphous material with a complex, disordered structure that complicates the understanding of its atomic-scale properties. While many studies have investigated ionic diffusion in C-S-H pores, the behavior of sodium (
) and chloride (
) ions, particularly in relation to the Ca/Si ratio, is not well understood. In this study, atomistic models of C-S-H were developed with varying Ca/Si ratios, pore sizes, and NaCl concentrations. Molecular dynamics simulations were used to calculate the self-diffusion profiles of
and
ions. Results indicate that pore size strongly affects diffusivity and adsorption through confinement and electrical double layer effects. The solid surface influences ionic mobility up to approximately 1.2 nm. The Ca/Si ratio has minimal impact on the diffusion profiles of non-adsorbed ions, but its rise enhances
mobility near the surface and increases chloride binding capacity, consistent with prior studies.
氯离子和钠离子在C-S-H凝胶孔隙中的扩散和物理化学行为:分子动力学研究
水合硅酸钙(C-S-H)凝胶是一种具有复杂无序结构的无定形材料,这使得对其原子尺度性质的理解变得复杂。虽然许多研究已经研究了C-S-H孔中的离子扩散,但钠离子()和氯离子()的行为,特别是与Ca/Si比的关系,还没有得到很好的理解。在本研究中,建立了不同Ca/Si比、孔径和NaCl浓度下的C-S-H原子模型。采用分子动力学模拟方法计算了离子的自扩散曲线。结果表明,孔隙大小通过约束和电双层效应对扩散率和吸附率产生强烈影响。固体表面对离子迁移率的影响可达约1.2 nm。Ca/Si比对非吸附离子的扩散曲线影响最小,但它的上升增强了表面附近的迁移率,增加了氯离子的结合能力,这与先前的研究一致。
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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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