| Mix ID | Specimens type | Compressive strength Age | 28 days compressive strength deviation from the control pure concrete | |
| 7 days MPa | 28 days MPa | |||
| P.C | Cube | 18.7 | 19.8 | - |
| Cylinder | 17.8 | 18.1 | - | |
| C + 10%K | Cube | 21 | 25.5 | increased by 28.8% |
| Cylinder | 16.4 | 18.3 | increased by 1.1% | |
| 10%K + 1%Sp | Cube | 18.7 | 18.8 | decreased by 5% |
| Cylinder | 15 | 18.7 | increased by 3.3% | |
| 10%K + 1.5%Sp | Cube | 17.6 | 18.1 | decreased by 8.5% |
| Cylinder | 14.1 | 15.3 | decreased by 15.5% | |
| 10%K + 2%Sp | Cube | 16.6 | 16.9 | decreased by14.6% |
| Cylinder | 15.8 | 18.7 | increased by 3.3% | |