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A three-dimensional lattice Boltzmann method based reactive transport model to simulate changes in cement paste microstructure due to calcium leaching

机译:基于三维格子玻尔兹曼方法的反应输运模型,模拟了钙浸出引起的水泥浆微结构变化

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In this paper, a newly developed lattice Boltzmann method based reactive transport model to simulate changes in microstructure of ordinary Portland cement paste due to calcium leaching is presented. The model takes three-dimensional digitized cement paste microstructure as input and is capable to capture an evolution of microstructure due to leaching, accounting for the dissolution of portlandite and corresponding increase in capillary porosity and the decalcification of C-S-H resulting in increase in gel porosity. The developed model has been applied to microstructures generated using two cement hydration models, CEMHYD3D and HYMSOTRUC, for three water-to-cement ratios. It was observed that the rate of leaching is directly proportional to ability of microstructure to transport calcium ions and higher fraction of percolated capillary pores result in higher rate of leaching. The model qualitatively reproduces experimentally observed changes in cement paste porosity and pore size distribution due to leaching. The quantitative validation of model at this scale is not possible by comparison of leaching obtained experiments and simulations which can be attributed to several factors including the differences in the scales of experiment and modelling study presented in this paper. (C) 2018 Elsevier Ltd. All rights reserved.
机译:本文提出了一种新的基于格子Boltzmann方法的反应输运模型,以模拟普通硅酸盐水泥浆因钙浸出而产生的微观结构变化。该模型以三维数字化水泥糊的微观结构为输入,并能够捕获由于浸出引起的微观结构的演变,解释了钙铁矿的溶解以及毛细管孔隙率的相应增加以及C-S-H的脱钙导致凝胶孔隙率的增加。对于三种水灰比,已开发的模型已应用于使用两种水泥水化模型CEMHYD3D和HYMSOTRUC生成的微观结构。观察到浸出速率与微结构传输钙离子的能力成正比,并且更高比例的渗透毛细孔导致更高的浸出速率。该模型定性地再现了实验观察到的由于浸出而导致的水泥浆孔隙率和孔径分布的变化。通过比较浸出获得的实验和模拟,不可能在此规模上进行模型的定量验证,这可以归因于多种因素,包括本文介绍的实验和建模研究的规模差异。 (C)2018 Elsevier Ltd.保留所有权利。

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