Table 4 Heated surfaces of sccs after exposure to 600 °C and after CO2 re-curing regimes.

From: Influence of post-fire recuring regimes on the properties of self-compacting concrete with heavyweight aggregate

Mixture

After the subjection to 600 °C

CO2-curried group

Water-curried group

Air- curing

Water glass-curing

Control

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20%

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40%

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60%

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80%

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100%

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