This research concerns anti-seawater corrosion performance of slag composite cementitious material (SM agent)-cured coastal saline soil in one year. Based on compressive strength, scanning electron microscopy, electron-dispersive spectrometry and X-ray diffraction analysis, this paper presents studies on the anti-seawater corrosion performance, micro-structure and hydration products of the shell of SM agent-cured saline soil in seawater curing. The test results show that SM agent-cured coastal saline soil in seawater generates compact hard calcium carbonate (CaCO3) shell, which not only prevents seawater erosion, but also prevents the calcium hydroxide (Ca(OH)2) to dissolve erosion, which is the fundamental reason why SM agent has a good anti-seawater corrosion performance.
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December 2014
Research Article|
December 01 2014
Anti-seawater corrosion performance of coastal saline soil cured by slag composite cementitious material
Chengbin Liu;
Chengbin Liu
Lecturer, School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, PR China
Department of Hydraulic and Architectural Engineering, Beijing Vocational College of Agriculture, Beijing, PR China
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Hongguang Ji;
Hongguang Ji
*
Professor, School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, PR China
*Corresponding author e-mail address: jihongguang@ces.ustb.edu.cn
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Juanhong Liu
Juanhong Liu
Professor, School of Civil and Environmental Engineering, University of Science and Technology Beijing, Beijing, PR China
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*Corresponding author e-mail address: jihongguang@ces.ustb.edu.cn
Publisher: Emerald Publishing
Received:
August 21 2014
Accepted:
October 17 2014
Online ISSN: 2046-0155
Print ISSN: 2046-0147
ICE Publishing: All rights reserved
2014
Emerging Materials Research (2014) 3 (6): 292–298.
Article history
Received:
August 21 2014
Accepted:
October 17 2014
Citation
Liu C, Ji H, Liu J (2014), "Anti-seawater corrosion performance of coastal saline soil cured by slag composite cementitious material". Emerging Materials Research, Vol. 3 No. 6 pp. 292–298, doi: https://doi.org/10.1680/emr.14.00022
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