Table 6 Percentage increase of compressive strength development at early and later ages for all geopolymer concrete mixes.
From: Effect of blending GGBS and silica fume on the mechanical properties of geopolymer concrete
Group | Mix Designation | AAS | Strength Development | |
|---|---|---|---|---|
1d-7d ( %)a | 7d-28d ( %)b | |||
A | G100S0 | 1.5 | 32.9 | 10.6 |
G75S25 | 1.5 | 17.2 | 11.2 | |
G50S50 | 1.5 | 10.5 | 32.5 | |
G25S75 | 1.5 | 21.7 | 51.9 | |
G0S100 | 1.5 | 36.8 | 73.1 | |
B | G100S0 | 2.0 | 14.1 | 28.4 |
G75S25 | 2.0 | 13.3 | 16.6 | |
G50S50 | 2.0 | 25.2 | 26.0 | |
G25S75 | 2.0 | 130.0 | 63.0 | |
G0S100 | 2.0 | 63.2 | 138.7 | |