Sulfate resistance of alkali-activated slag and Portland cement based reactive powder concrete

This paper investigates the sulfate resistance of conventional Portland cement-based and alkali-activated slagbased reactive powder concretes (CRPC and ARPC). CRPC and ARPC mixtures were subjected to 10% sodium sulfate and magnesium sulfate solutions for 6 months. The influence of sulfate exposure was assessed by monitoring the expansions, mechanical and microstructural properties of RPC mixtures during the exposure time. Both RPC mixtures showed superior sodium sulfate resistance with very low mechanical strength losses and expansions. Magnesium sulfate was found more detrimental for both mixtures as compared to sodium sulfate. ARPC performed better than CRPC in magnesium sulfate solution in terms of strength and toughness losses, and visual deterioration. The superior performance of ARPC against sulfate attacks may be attributed to the absence of Ca(OH)(2) and the substitution of aluminum to C-S-H structure.

Automated summary

This study found that alkali-activated slag-based reactive powder concrete performed better in sulfate resistance compared to conventional Portland cement-based RPC. Sodium sulfate had minimal impact on both mixtures, while magnesium sulfate was more detrimental. ARPC showed better performance in magnesium sulfate solution in terms of strength and toughness losses.