Table 4.
Characterization of mortar: initial flow, flow after 120 min, mortar compressive strength after 3, 7 and 28 days (n = 6), Series 2.
| Code | Initial Flow [cm] | Flow After 120 Min [cm] | Compressive Strength [MPa] | ||
|---|---|---|---|---|---|
| 3 days | 7 days | 28 days | |||
| REF | 20.5 | 16.75 | 53.0 ± 2.4 | 63.9 ± 0.7 | 68.4 ± 6.7 |
| CS_0.775_10 | 28.5 | 19.75 | 23.8 ± 0.3 | 36.2 ± 1.1 | 48.4 ± 0.6 |
| CS_0.775_40 | 17.75 | 17.5 | 33.3 ± 0.8 | 42.2 ± 2.6 | 50.0 ± 0.9 |
| CS_0.775_100 | 26.25 | 18.75 | 24.2 ± 1.7 | 36.7 ± 0.6 | 49.1 ± 1.2 |
| CS_1.0_10 | 26.75 | 19.75 | 28.7 ± 0.6 | 42.2 ± 0.4 | 53.2 ± 1.1 |
| CS_1.0_40 | 20.5 | 18.25 | 34.3 ± 1.3 | 45.1 ± 1.9 | 52.5 ± 0.8 |
| CS_1.0_100 | 26 | 19.75 | 32.2 ± 2.1 | 44.8 ± 2.0 | 55.5 ± 2.1 |