Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution

Mechanical properties of the cemented soil will be reduced when cemented soils are applied in the MgCl<sub>2</sub> corrosive environment to conduct seepage control in hydraulic engineering. The corrosive conditions will inevitably cause serious damage to the cement-soil composite, and fu...

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Main Authors: P.-J. Han, W.-B. Zhang, X.-H. Bai, T. Tong
Format: Article
Language:English
Published: Croatian Society of Chemical Engineers 2014-09-01
Series:Kemija u Industriji
Subjects:
Online Access:http://pierre.fkit.hr/hdki/kui/vol63/broj9-10/311.pdf
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spelling doaj-c890cc1346e949dc8928d5e98cf8fe252020-11-24T21:44:33ZengCroatian Society of Chemical EngineersKemija u Industriji0022-98301334-90902014-09-01639-1031131610.15255/KUI.2013.025Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> SolutionP.-J. Han0W.-B. Zhang1X.-H. Bai2T. Tong3College of Architecture and Civil Engineering Taiyuan University of Technology, Taiyuan, PR China; College of Materials Science and Engineering of Taiyuan, Taiyuan, PR China College of Architecture and Civil Engineering Taiyuan University of Technology, Taiyuan, PR China College of Architecture and Civil Engineering Taiyuan University of Technology, Taiyuan, PR China College of Architecture and Civil Engineering Taiyuan University of Technology, Taiyuan, PR China Mechanical properties of the cemented soil will be reduced when cemented soils are applied in the MgCl<sub>2</sub> corrosive environment to conduct seepage control in hydraulic engineering. The corrosive conditions will inevitably cause serious damage to the cement-soil composite, and further reduce stablity of the whole structure. Therefore, this cementation technique could be commonly used to stabilize infrastructures. More engineering practices regarding the reduction in mechanical properties of cemented soil in the MgCl<sub>2</sub> environment are required. To simulate and study the corrosion process, a series of tests including photographing, unconfined compression tests, and measuring Mg<sup>2+</sup> and Cl<sup>−</sup> concentrations of solution were conducted on cured cemented soil blocks with different concentrations of MgCl<sub>2</sub> solutions. Results show that the surface corrosion of the sample increases while the compression strength decreases with the increase in solution concentration given the same curing time of the concrete block. Chemical analysis of the corrosive environment indicates that the volumes of new products such as CaCl<sub>2</sub> ∙ 6 H<sub>2</sub>O and Mg<sub>2</sub>(OH)<sub>3</sub>Cl ⋅ 4 H<sub>2</sub>O amount to seven times that of Ca(OH)<sub>2</sub> after reaction. The corrosion of cemented soil is a sort of crystallizing corrosion. The Mg(OH)<sub>2</sub> takes chemical reactions with 3 CaO ∙ 2 SiO<sub>2</sub> ∙ 3 H<sub>2</sub>O and forms new products such as MgO ∙ SiO<sub>2</sub> ∙ H<sub>2</sub>O, which is a sort of dissolving corrosion. In addition, the authors analysed the relationships between the unconfined compressive strength of cemented soils cured for 28 days and the initial concentrations of Mg<sup>2+</sup> and C<sup>l−</sup>. Finally, the regression equations of the strength were established.http://pierre.fkit.hr/hdki/kui/vol63/broj9-10/311.pdfCemented soilcompressive strengthmodified coefficientcorrosion
collection DOAJ
language English
format Article
sources DOAJ
author P.-J. Han
W.-B. Zhang
X.-H. Bai
T. Tong
spellingShingle P.-J. Han
W.-B. Zhang
X.-H. Bai
T. Tong
Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
Kemija u Industriji
Cemented soil
compressive strength
modified coefficient
corrosion
author_facet P.-J. Han
W.-B. Zhang
X.-H. Bai
T. Tong
author_sort P.-J. Han
title Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
title_short Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
title_full Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
title_fullStr Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
title_full_unstemmed Corrosion Mechanism of Cemented Soil in MgCl<sub>2</sub> Solution
title_sort corrosion mechanism of cemented soil in mgcl<sub>2</sub> solution
publisher Croatian Society of Chemical Engineers
series Kemija u Industriji
issn 0022-9830
1334-9090
publishDate 2014-09-01
description Mechanical properties of the cemented soil will be reduced when cemented soils are applied in the MgCl<sub>2</sub> corrosive environment to conduct seepage control in hydraulic engineering. The corrosive conditions will inevitably cause serious damage to the cement-soil composite, and further reduce stablity of the whole structure. Therefore, this cementation technique could be commonly used to stabilize infrastructures. More engineering practices regarding the reduction in mechanical properties of cemented soil in the MgCl<sub>2</sub> environment are required. To simulate and study the corrosion process, a series of tests including photographing, unconfined compression tests, and measuring Mg<sup>2+</sup> and Cl<sup>−</sup> concentrations of solution were conducted on cured cemented soil blocks with different concentrations of MgCl<sub>2</sub> solutions. Results show that the surface corrosion of the sample increases while the compression strength decreases with the increase in solution concentration given the same curing time of the concrete block. Chemical analysis of the corrosive environment indicates that the volumes of new products such as CaCl<sub>2</sub> ∙ 6 H<sub>2</sub>O and Mg<sub>2</sub>(OH)<sub>3</sub>Cl ⋅ 4 H<sub>2</sub>O amount to seven times that of Ca(OH)<sub>2</sub> after reaction. The corrosion of cemented soil is a sort of crystallizing corrosion. The Mg(OH)<sub>2</sub> takes chemical reactions with 3 CaO ∙ 2 SiO<sub>2</sub> ∙ 3 H<sub>2</sub>O and forms new products such as MgO ∙ SiO<sub>2</sub> ∙ H<sub>2</sub>O, which is a sort of dissolving corrosion. In addition, the authors analysed the relationships between the unconfined compressive strength of cemented soils cured for 28 days and the initial concentrations of Mg<sup>2+</sup> and C<sup>l−</sup>. Finally, the regression equations of the strength were established.
topic Cemented soil
compressive strength
modified coefficient
corrosion
url http://pierre.fkit.hr/hdki/kui/vol63/broj9-10/311.pdf
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