Mix design of the mortars | ||||
| CNT | REFERENCE | Total w: c ratio | 0.65 (0.59 active w:c) |
Cement | 1900 | 1900 | ||
Fine aggregates (0 - 4 mm) | 5700 | 5700 | ||
Water | 1235 | 1235 | Cement: limestone sand | 1:3 |
CNTs | 3.8 | 0 |