Research Article
Autogenous Deformation of Alkali-Activated Blast Furnace Slag Concrete Subjected to Variable Curing Temperatures
Table 2
Mix proportions and mix properties.
| | Amount (kg/m3)/mix | SC10 | SS10 | SS14 |
| | Slag | 450 | 450 | 450 | | 0/4 | 1332 | 1332 | 1332 | | 4/8 | 331 | 331 | 331 | | Water, eff. | 202.5 | 202.5 | 202.5 | | Cement | — | — | — | | Activator | 10% SC | 10% SS | 14% SS | | Alkali modulus | — | 1.00 | 1.00 | | pH of activator | 11.2 | 13.7 | 13.7 | | 28-day cube strength (MPa) | 48 | 50 | 77 |
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