Nano-Modified Coatings for Concrete Protection against Magnesium Sulfate

Concrete structures exposed to sulfate-rich environments in coastal regions are susceptible to durability issues caused by magnesium sulfate (MgSO4) attack. The existing guidelines/codes recommendations are to use sulfate-resistant cement with/without supplementary cementitious materials and a low water-to-binder ratio (w/b). In general, this strategy is highly effective at protecting concrete from sodium sulfate attack. However, any cementitious matrix containing calcium-silicate-hydrate and calcium hydroxide remains vulnerable to decomposition by magnesium sulfate, highlighting the need for additional protective measures. Hence, this study aimed to evaluate the effectiveness of nano-modified coatings in protecting concrete from magnesium sulfate attack. Silane, functioning as a pore liner and waterproofing agent, and vinyl ester, serving as a membrane coating, were utilized as dispersing media for nanoparticles (nano-clay and nano-calcium carbonate at 0, 2.5, and 5% by mass) to develop nano-modified coatings. A colloidal nano-silica solution was also examined as another coating. They were applied to high-quality (w/b=0.4) and low-quality (w/b=0.6) concrete surfaces, which were then exposed to a 10% magnesium sulfate solution under full immersion and combined with cyclic exposures of wet-dry and freeze-thaw conditions. Besides the initial fluid transport properties, the performance of the coated concrete was evaluated by monitoring mass change, modulus of elasticity, and length change of concrete prisms, and the trends were elucidated by thermal, mineralogical, and microscopy analyses. The colloidal silica treatment resisted the initial fluid penetration but was inadequate to protect concrete against magnesium sulfate exposure. Silane/nanocomposites enhanced the performance of concrete under such exposures due to the hydrophobicity of silane, along with the barrier/filling/chemical effects imparted by nanoparticles. Vinyl ester and its nanocomposites exhibited superior performance, which was attributed to the polymeric membrane’s strong bonding and chemical resistance, further enhanced by nanoparticles.

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Publication Details

Journal
Journal of Materials in Civil Engineering
Published
2025-12-30
DOI
https://doi.org/10.1061/jmcee7.mteng-21818
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Nano-Modified Coatings for Concrete Protection against Magnesium Sulfate

Ahmed Ghazy, L. M. Ariyadasa, J. Carroll, M. T. Bassuoni
Journal of Materials in Civil Engineering
Concrete and Cement Materials Research
article

Nano-Modified Coatings for Concrete Protection against Magnesium Sulfate

Ahmed Ghazy, L. M. Ariyadasa, J. Carroll, M. T. Bassuoni
article en

Abstract

Concrete structures exposed to sulfate-rich environments in coastal regions are susceptible to durability issues caused by magnesium sulfate (MgSO4) attack. The existing guidelines/codes recommendations are to use sulfate-resistant cement with/without supplementary cementitious materials and a low water-to-binder ratio (w/b). In general, this strategy is highly effective at protecting concrete from sodium sulfate attack. However, any cementitious matrix containing calcium-silicate-hydrate and calcium hydroxide remains vulnerable to decomposition by magnesium sulfate, highlighting the need for additional protective measures. Hence, this study aimed to evaluate the effectiveness of nano-modified coatings in protecting concrete from magnesium sulfate attack. Silane, functioning as a pore liner and waterproofing agent, and vinyl ester, serving as a membrane coating, were utilized as dispersing media for nanoparticles (nano-clay and nano-calcium carbonate at 0, 2.5, and 5% by mass) to develop nano-modified coatings. A colloidal nano-silica solution was also examined as another coating. They were applied to high-quality (w/b=0.4) and low-quality (w/b=0.6) concrete surfaces, which were then exposed to a 10% magnesium sulfate solution under full immersion and combined with cyclic exposures of wet-dry and freeze-thaw conditions. Besides the initial fluid transport properties, the performance of the coated concrete was evaluated by monitoring mass change, modulus of elasticity, and length change of concrete prisms, and the trends were elucidated by thermal, mineralogical, and microscopy analyses. The colloidal silica treatment resisted the initial fluid penetration but was inadequate to protect concrete against magnesium sulfate exposure. Silane/nanocomposites enhanced the performance of concrete under such exposures due to the hydrophobicity of silane, along with the barrier/filling/chemical effects imparted by nanoparticles. Vinyl ester and its nanocomposites exhibited superior performance, which was attributed to the polymeric membrane’s strong bonding and chemical resistance, further enhanced by nanoparticles.

Journal of Materials in Civil EngineeringVol. 38(3)
Pennsylvania Department of Environmental Protection (US), University of Manitoba (CA), The University of Winnipeg (CA)
Life below water
Openalex Percentile: Top 35%
Concrete and Cement Materials Research
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