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The document discusses a study that tested the effectiveness of Class C fly ash at mitigating alkali-silica reaction (ASR) in concrete containing highly reactive aggregates and high-alkali cement. Tests were conducted according to ASTM standards and showed that ASR was mitigated when the concrete mixture included: 1) 30-60% Class C fly ash replacement of portland cement 2) A reduced water-to-cementitious ratio 3) Highly reactive aggregates and high-alkali cement The results indicate that ASR can be cont

Author

Arifsalim

Language

EN