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Table 3 Component ratio constraints.

From: Optimal Mixture Design of Low-CO2 High-Volume Slag Concrete Considering Climate Change and CO2 Uptake

 

Water-to-binder ratio

Slag-to-binder ratio

Fine aggregate-to-total aggregate ratio

Total aggregate-to-binder ratio

Water-to-solid ratio

Lower

0.2

0

0.4

2.0

0.08

Upper

0.75

0.70

0.52

6.4

0.12

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