Table 3.
Performance of UHPC mass concrete used in the cable tower.
| Slump Flow (mm) | Flexural Strength (MPa) | Compressive Strength (MPa) | |||||
|---|---|---|---|---|---|---|---|
| Zero Time | 1 h | 3 days | 7 days | 28 days | 3 days | 7 days | 28 days |
| 610 | 600 | 21.5 | 23.6 | 25.4 | 62.5 | 110.0 | 141.2 |
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