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Mix proportions and fresh property of the concrete specimens.
| Composites | Fiber | W/B | Unit (kg/m3) | ||||||||
|---|---|---|---|---|---|---|---|---|---|---|---|
| (Vol. %) | (%) | C | W | S | G | BA | FA | BF | WRA | AEA | |
| C | — | 45 | 389 | 175 | 876 | 950 | — | — | — | 1.17 | 0.0125 |
| BF2 | 2.0 | 824 | — | — | 14 | ||||||
| BF5 | 5.0 | 746 | — | — | 36 | ||||||
| BA | 2.0 | 43 | 780 | 22 | — | 14 | |||||
| FA | 2.0 | 41 | — | 39 | |||||||
