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...
Main Authors: | , , , |
---|---|
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 |
id |
doaj-c890cc1346e949dc8928d5e98cf8fe25 |
---|---|
record_format |
Article |
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 |
work_keys_str_mv |
AT pjhan corrosionmechanismofcementedsoilinmgclsub2subsolution AT wbzhang corrosionmechanismofcementedsoilinmgclsub2subsolution AT xhbai corrosionmechanismofcementedsoilinmgclsub2subsolution AT ttong corrosionmechanismofcementedsoilinmgclsub2subsolution |
_version_ |
1725909522729402368 |