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What is Concrete Durability Under Sulfate Attack about?

This study investigates the effects of different dry-wet cycle periods on the properties of concrete subjected to sulfate attack, focusing on four periods: 3, 7, 14, and 21 days. Results indicate that concrete deterioration initially increases with longer dry-wet cycles but eventually decreases, with microstructural analysis revealing increased corrosion depth and erosion products. The findings suggest that optimal dry-wet cycle periods of 7-14 days should be employed for studying concrete under sulfate att

Author

Hoang Duong

Language

EN