Monitoring steady state moisture distribution during wick action in mortar by magnetic resonance imaging (MRI)

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作者
Razieh Enjilela
Prisciliano F. de J. Cano-Barrita
Andrew Komar
Andrew J. Boyd
Bruce J. Balcom
机构
[1] University of New Brunswick,Department of Physics, MRI Center
[2] Fredericton,Department of Civil Engineering and Applied Mechanics
[3] Instituto Politecnico Nacional-CIIDIR Unidad Oaxaca,undefined
[4] McGill University,undefined
来源
Materials and Structures | 2017年 / 50卷
关键词
Mortar; Steady state wick action; Transport properties; MRI; Water content;
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学科分类号
摘要
1D Centric Scan SPRITE magnetic resonance imaging measurements were undertaken to observe the water content distribution in 10 cm length mortar specimens with a steady state water content due to wicking and evaporation. Results show bi-exponential behavior of the magnetic resonance signal lifetime T2∗\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$T_{2}^{*}$$\end{document} in all samples, indicating at least two different water populations. The short T2∗\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$T_{2}^{*}$$\end{document} lifetime, related to interlayer water, and its associated amplitude are constant along the sample. The long T2∗\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$T_{2}^{*}$$\end{document} lifetime, related to water in the pore space, and its associated amplitude, change with local moisture content. In the steady state the wet front was displaced deeper into the sample as the water to cement ratio increased. The transport parameters controlling the wicking and drying were extracted by fitting the experimental profiles to two literature models. In both cases the transport parameter values increase as the water to cement ratio increases.
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