Table 6.
Work plan for compressive strength test on cement matrix.
| S. No. | Type | Composition | Abbreviation | Ratio |
|---|---|---|---|---|
| 1. | I | Cement:sand | C:S | 1:3 |
| 2. | II | Nano-cement:sand | NC:S | 1:3 |
| 3. | II | Nano-cement (wet):sand | NC:S | 1:3 |
| 4. | III | Cement:nano-cement:sand | C:NC:S | 0.5:0.5:3 |
| 5. | IV | Cement:silica fume:sand | C:SF:S | 0.9:0.1:3 |
| 6. | V | Nano-cement:silica fume:sand | NC:SF:S | 0.9:0.1:3 |
| 7. | VI | Cement:nano-cement:silica fume:sand | C:NC:SF:S | 0.45:0.45:0.1:3 |
| 8. | VII | Cement:nano-silica fume:sand | C:NSF:S | 0.9:0.1:3 |
| 9. | VIII | Nano-cement:nano-silica fume:sand | NC:NSF:S | 0.9:0.1:3 |
| 10. | IX | Cement:nano-cement:nano-silica fume:sand | C:NC:NSF:S | 0.45:0.45:0.1:3 |
| 11. | X | Cement:fly ash:sand | C:FA:S | 0.9:0.1:3 |
| 12. | XI | Nano-cement:fly ash:sand | NC:FA:S | 0.9:0.1:3 |
| 13. | XII | Cement:nano-cement:fly ash:sand | C:NC:FA:S | 0.45:0.45:0.1:3 |
| 14. | XIII | Cement:nano-fly ash:sand | C:NFA:S | 0.9:0.1:3 |
| 15. | XIV | Nano-cement:nano-fly ash:sand | NC:NFA:S | 0.9:0.1:3 |
| 16. | XV | Cement:nano-cement:nano-fly ash:sand | C:NC:NFA:S | 0.45:0.45:0.1:3 |