Technical Papers
Jan 21, 2022

The Role of Limestone Powder in the Corrosion Products of Cement Mortars under Magnesium Sulfate Solution

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 4

Abstract

To clarify the role of limestone powder (LP) in cement mortars under a magnesium sulfate solution at room temperature, the hydration products, microstructure, and mechanical properties of cement-based materials with different amounts and particle sizes of LP were investigated by Fourier transform infrared (FTIR), thermogravimetric analysis (TGA), X-ray diffraction (XRD), scanning electronic microscopy (SEM), energy dispersive spectrometer (EDS), appearance change, and compressive strength. The specimens were immersed in 5% MgSO4 solution at 20°C for up to 9 months. LP content had little effect on the content of ettringite, but it significantly influenced the content of gypsum and Ca(OH)2. When the LP content increased from 0% to 30% (average particle size: 32.42 μm), the ettringite content in mortars ranged from 4.1% to 5.3%, the gypsum content increased from 7.7% to 57.0%, and the Ca(OH)2 content decreased from 9.4% to 0%. The particle size of LP content had little effect on the content of ettringite and Ca(OH)2 when its content was 30%, but it influenced the gypsum content. When the average particle size of LP decreased from 32.42 to 8.07 μm, the ettringite content ranged from 4.6% to 5.1%, the Ca(OH)2 content was always 0%, and the gypsum content decreased from 57.0% to 51.8%. The compressive strength variation coefficients of mortars with different LP content ranged from 7.7% to 57.0%, and it ranged from 82.3% to 86.7% for mortars with different LP particle sizes.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was funded by the National Science Foundation of China under Contract Nos. 51608187 and 52078139.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 4April 2022

History

Received: May 31, 2021
Accepted: Aug 23, 2021
Published online: Jan 21, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 21, 2022

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Associate Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China; mailing address: Qi Shan Campus of Fuzhou Univ., No. 2 Xue Yuan Rd., University Town, Fuzhou, Fujian 350108, China. ORCID: https://orcid.org/0000-0002-2840-0300. Email: [email protected]
Guochao Liu [email protected]
Master’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China; mailing address: Qi Shan Campus of Fuzhou Univ., No. 2 Xue Yuan Rd., University Town, Fuzhou, Fujian 350108, China. Email: [email protected]
Master’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China; mailing address: Qi Shan Campus of Fuzhou Univ., No. 2 Xue Yuan Rd., University Town, Fuzhou, Fujian 350108, China. Email: [email protected]
Master’s Student, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China; mailing address: Qi Shan Campus of Fuzhou Univ., No. 2 Xue Yuan Rd., University Town, Fuzhou, Fujian 350108, China. Email: [email protected]
Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350116, China; mailing address: Qi Shan Campus of Fuzhou Univ., No. 2 Xue Yuan Rd., University Town, Fuzhou, Fujian 350108, China (corresponding author). Email: [email protected]

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  • Degradation Mechanisms of Early Strength for High-Fluidization Cement Mortar under Magnesium Sulfate Corrosion, Buildings, 10.3390/buildings12091376, 12, 9, (1376), (2022).

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