Influence of Seawater and Salt Ions on the Properties of Calcium Sulfoaluminate CementSource: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006::page 04025156-1DOI: 10.1061/JMCEE7.MTENG-19193Publisher: American Society of Civil Engineers
Abstract: Calcium sulfoaluminate (CSA) cement is recognized for its rapid hardening, early strength development, low carbon, and eco-friendly characteristics. The impact of seawater ions on the properties of CSA is studied utilizing varying concentrations of sea salt containing four different ions (K+, Mg2+, SO42−, and Cl−). A comprehensive assessment of CSA-based materials includes mechanical performance, hydration products, and microstructure analysis through bending and compression strength tests, pH tests, X-ray diffraction (XRD), scanning electron microscopy (SEM), digital image correlation (DIC), and acoustic emission (AE) analysis. The study reveals that the addition of seawater enhances the strength of CSA cement-based materials, transitioning their performances from structural brittleness to ductility. It highlights the different impacts of salt ions on CSA mortar: chloride (Cl−) minimally affects strength, but in combination with magnesium (Mg2+), it leads to the encapsulation of ettringite by M-S-H gel, thereby weakening the overall strength of CSA cement. Furthermore, mixing CSA mortar with potassium sulfate (K2SO4) solution enhances early-stage strength (cured<7 days) but diminishes it in the later stages (cured>7 days). A synergistic effect is observed when SO42− and Mg2+ ions coexist, resulting in an overall strength reduction of CSA mortar. Notably, when K+, Mg2+, SO42−, and Cl− are combined in solution, the pH significantly decreases compared to natural seawater, leading to a notable reduction in compressive strength of CSA mortar.
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contributor author | Chuanlin Wang | |
contributor author | Zihan Jiang | |
contributor author | Federico Accornero | |
contributor author | Shupeng Zhou | |
contributor author | Qingyou Ou | |
date accessioned | 2025-08-17T22:55:12Z | |
date available | 2025-08-17T22:55:12Z | |
date copyright | 6/1/2025 12:00:00 AM | |
date issued | 2025 | |
identifier other | JMCEE7.MTENG-19193.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl1/handle/yetl/4307643 | |
description abstract | Calcium sulfoaluminate (CSA) cement is recognized for its rapid hardening, early strength development, low carbon, and eco-friendly characteristics. The impact of seawater ions on the properties of CSA is studied utilizing varying concentrations of sea salt containing four different ions (K+, Mg2+, SO42−, and Cl−). A comprehensive assessment of CSA-based materials includes mechanical performance, hydration products, and microstructure analysis through bending and compression strength tests, pH tests, X-ray diffraction (XRD), scanning electron microscopy (SEM), digital image correlation (DIC), and acoustic emission (AE) analysis. The study reveals that the addition of seawater enhances the strength of CSA cement-based materials, transitioning their performances from structural brittleness to ductility. It highlights the different impacts of salt ions on CSA mortar: chloride (Cl−) minimally affects strength, but in combination with magnesium (Mg2+), it leads to the encapsulation of ettringite by M-S-H gel, thereby weakening the overall strength of CSA cement. Furthermore, mixing CSA mortar with potassium sulfate (K2SO4) solution enhances early-stage strength (cured<7 days) but diminishes it in the later stages (cured>7 days). A synergistic effect is observed when SO42− and Mg2+ ions coexist, resulting in an overall strength reduction of CSA mortar. Notably, when K+, Mg2+, SO42−, and Cl− are combined in solution, the pH significantly decreases compared to natural seawater, leading to a notable reduction in compressive strength of CSA mortar. | |
publisher | American Society of Civil Engineers | |
title | Influence of Seawater and Salt Ions on the Properties of Calcium Sulfoaluminate Cement | |
type | Journal Article | |
journal volume | 37 | |
journal issue | 6 | |
journal title | Journal of Materials in Civil Engineering | |
identifier doi | 10.1061/JMCEE7.MTENG-19193 | |
journal fristpage | 04025156-1 | |
journal lastpage | 04025156-13 | |
page | 13 | |
tree | Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 006 | |
contenttype | Fulltext |