Table 4 Compressive and tensile strengths of concrete with respect to aging.
Concrete specimen ID | Compressive strength, MPaa | Splitting tensile strength, MPaa | ||||
|---|---|---|---|---|---|---|
7 day | 28 day | 91 day | 7 day | 28 day | 91 day | |
C | 38.3 (± 2.22) | 41.1 (± 1.72) | 42.8 (± 1.71) | 2.53 (± 0.14) | 2.74 (± 0.06) | 2.92 (± 0.17) |
BA10 | 31.4 (± 0.52) | 34.2 (± 2.24) | 40.0 (± 0.24) | 2.58 (± 0.13) | 2.91 (± 0.11) | 3.01 (± 0.19) |
BA20 | 41.0 (± 0.38) | 43.5 (± 2.03) | 44.8 (± 1.14) | 2.85 (± 0.18) | 2.92 (± 0.21) | 3.04 (± 0.19) |
BA30 | 33.0 (± 3.37) | 40.6 (± 1.77) | 40.9 (± 1.78) | 2.59 (± 0.17) | 3.09 (± 0.13) | 3.14 (± 0.12) |
BA25SF5 | 33.8 (± 1.61) | 37.3 (± 2.09) | 40.3 (± 2.44) | 2.74 (± 0.08) | 2.82 (± 0.03) | 3.01 (± 0.06) |
BA33SF7 | 38.5 (± 1.01) | 40.9 (± 0.99) | 42.4 (± 0.40) | 3.01 (± 0.14) | 3.22 (± 0.06) | 3.23 (± 0.11) |
BA40SF10 | 22.5 (± 0.61) | 35.6 (± 0.71) | 37.2 (± 1.55) | 2.17 (± 0.14) | 2.80 (± 0.02) | 2.88 (± 0.03) |