Research Article
Resistance of Alkali-Activated Slag Concrete to Chloride-Induced Corrosion
Table 2
Mix proportion for AAS mortar and control specimens.
| | | W/B |
OPC
(kg/m3) |
GGBS
(kg/m3) |
Water
(kg/m3) | Activator (kg/m3) |
Sand
(kg/m3) | | KOH | NaOH | Ca(OH)2 |
| | Control | 0.40 | 581.6 | — | 232.7 | — | — | — | 1425.0 |
| | AAS | 0.40 | — | 569.6 | 227.8 | 28.1 | — | — | 1395.5 | | 0.40 | — | 569.6 | 220.8 | — | 20.1 | — | 1395.5 | | 0.40 | — | 569.6 | 220.8 | — | — | 18.6 | 1395.5 |
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