Table 3.
Composition of cement mortar mixes.
| Mixture | Water/ cement (w/c) |
Water/ binder (w/b) |
Flow test (cm) |
Cement (kg/m3) |
Water (kg/m3) |
Sand 0–4 mm (kg/m3) |
SC 0–2 mm/fibre (kg/m3) |
SC 0–32 mm/fibre (kg/m3) |
Volume of mortar (m3) | Volume of fibre (%) |
|---|---|---|---|---|---|---|---|---|---|---|
| M.0 | 0.5 | - | 11.75 | 450 | 225 | 1350 | – | – | 0.887 | 0 |
| M.I.10 | 0.56 | 0.51 | 11.25 | 405 | 225 | 1350 | 32,0/19,2 | – | 0.887 | 2,0 |
| M.I.15 | 0.59 | 0.52 | 10.50 | 382.5 | 225 | 1350 | 48,1/28,8 | – | 0.887 | 3,0 |
| M.I.20 | 0.63 | 0.53 | 9.25 | 360 | 225 | 1350 | 64,1/38,4 | – | 0.887 | 4,0 |
| M.II.20 | 0.5 | - | 9.75 | 450 | 225 | 1080 | – | 205,8/123,5 | 0.887 | 12,4 |
| M.II.30 | 0.5 | - | 8.75 | 450 | 225 | 945 | – | 308,7/185,2 | 0.887 | 18,6 |
| M.II.40 | 0.5 | - | 8.50 | 450 | 225 | 810 | – | 411,6/247,0 | 0.887 | 24,9 |