Effect of Acid Attack on the Performance of Reactive Powder Concrete Incorporating Supplementary Cementitious Materials

Authors

DOI:

https://doi.org/10.31272/jeasd.2227

Keywords:

Acid attack, Concrete deterioration, Durability, Reactive powder concrete, Sulfuric acid, Supplementary cementitious materials

Abstract

Evaluating the effect of acid attack on concrete performance in harsh environments has been interesting for many researchers. This study investigated the effect of supplementary cementitious materials (SCMs) on improving the acid resistance of reactive powder concrete (RPC). Three RPC mixes, including a control, a mixture with 25% replacement of cement by fly ash, and a mixture with 25% replacement of cement with slag, were exposed to a 3% sulfuric acid solution. The deterioration of RPC was evaluated based on mechanical properties and weight loss. The results indicate that RPC mixtures containing fly ash or slag could improve their acid resistance. Slag induced the best acid resistance among 3-day cured mixtures, with 28% and 26% compressive and tensile strength loss, respectively. At the same time, fly ash induced the best acid resistance among 28-day cured mixtures, with a 29% compressive and tensile strength loss. The control mixture exhibited the highest weight loss after 56 days of exposure, with 22% and 14% for 3 and 28 days of curing, respectively, compared to other mixtures containing fly ash or slag, indicating that the use of SCMs can improve the resistance of RPC to sulfuric acid and enhance its durability.

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Key Dates

Received

2023-11-14

Revised

2025-12-05

Accepted

2025-12-07

Published Online First

2025-12-23

Published

2026-01-01

How to Cite

Elhussainy, M. S., & Ibrahim, E. (2026). Effect of Acid Attack on the Performance of Reactive Powder Concrete Incorporating Supplementary Cementitious Materials. Journal of Engineering and Sustainable Development, 30(1), 66-74. https://doi.org/10.31272/jeasd.2227

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