Table 3.
Mortar Mix Design.
| Mortar Mix Type | Cement (g) | Graded Standard Sand (g) | CC1 (g) | CC2 (g) | L1 (g) | L2 (g) | MR1 (g) | MR2 (g) | CO1 (g) | CO2 (g) | Water (mL) |
|---|---|---|---|---|---|---|---|---|---|---|---|
| Control | 500 | 1375 | - | - | - | - | - | - | - | - | 242 |
| CC1 | 400 | 1375 | 100 | - | - | - | - | - | - | - | Water required for flow ±5 of the control mixture |
| CC2 | 400 | 1375 | - | 100 | - | - | - | - | - | - | |
| L1 | 400 | 1375 | - | - | 100 | - | - | - | - | - | |
| L2 | 400 | 1375 | - | - | - | 100 | - | - | - | - | |
| MR1 | 400 | 1375 | - | - | - | - | 100 | - | - | - | |
| MR2 | 400 | 1375 | - | - | - | - | - | 100 | - | - | |
| CO1 | 400 | 1375 | - | - | - | - | - | - | 100 | - | |
| CO2 | 400 | 1375 | - | - | - | - | - | - | - | 100 |