Table 7 Proportioning ratios and expected fiber admixture of concrete (unit: kg/m3).
From: Comparative study on the properties of basalt and steel fiber reinforcement waste rock concrete
Number | Cement | Fly ash | Water | Manufact-ured sand | Coarse aggregate | Water reducing agent | BF | SF |
|---|---|---|---|---|---|---|---|---|
JF50 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 0 | 0 |
BF01 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 1 | 0 |
BF02 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 2 | 0 |
BF03 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 3 | 0 |
SF20 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 0 | 20 |
SF40 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 0 | 40 |
SF60 | 410 | 80 | 160 | 700 | 1100 | 7.84 | 0 | 60 |
