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This document summarizes an experimental study on the residual compressive strength of ternary blended concrete exposed to elevated temperatures. Concrete samples containing ordinary Portland cement partially replaced with 15% fly ash and 5% silica fume were tested. The samples were cured for 28 days then exposed to temperatures of 200, 400, and 600 degrees Celsius for durations of 4, 8, and 12 hours. Testing found that the ternary blended concrete exhibited greater residual compressive strength when expose

Author

Mirza Afrian

Language

EN