Table 4 The mixing ratio of all SFSSFC samples (kg/m3).
From: Study on properties of straw fiber steel slag foam concrete
Sample component | \({\text{OPC}}\) | \({\text{Foam}}\) | \({\text{Steel}}\)\({\text{slag}}\) | \({\text{Corn}}\)\({\text{stalk}}\) | \({\text{Fly}}\) \({\text{ash}}\) | \({\text{Silica}}\)\({\text{fume}}\) | \({\text{Water-reducing}}\)\({\text{agent}}\) | \({\text{Water}}\) |
|---|---|---|---|---|---|---|---|---|
F0 | 496 | 0 | 200 | 8 | 80 | 24 | 7 | 220 |
F10 | 496 | 80 | 200 | 8 | 80 | 24 | 7 | 220 |
F15 | 496 | 120 | 200 | 8 | 80 | 24 | 7 | 220 |
F20 | 496 | 160 | 200 | 8 | 80 | 24 | 7 | 220 |
F25 | 496 | 200 | 200 | 8 | 80 | 24 | 7 | 220 |
F30 | 496 | 240 | 200 | 8 | 80 | 24 | 7 | 220 |
S0 | 696 | 160 | 0 | 8 | 80 | 24 | 7 | 220 |
S10 | 616 | 160 | 80 | 8 | 80 | 24 | 7 | 220 |
S15 | 576 | 160 | 120 | 8 | 80 | 24 | 7 | 220 |
S20 | 536 | 160 | 160 | 8 | 80 | 24 | 7 | 220 |
S25 | 496 | 160 | 200 | 8 | 80 | 24 | 7 | 220 |
S30 | 456 | 160 | 240 | 8 | 80 | 24 | 7 | 220 |
C0.0 | 496 | 160 | 200 | 0 | 80 | 24 | 7 | 220 |
C1.0 | 496 | 160 | 200 | 8 | 80 | 24 | 7 | 220 |
C1.5 | 496 | 160 | 200 | 12 | 80 | 24 | 7 | 220 |
C2.0 | 496 | 160 | 200 | 16 | 80 | 24 | 7 | 220 |
C2.5 | 496 | 160 | 200 | 20 | 80 | 24 | 7 | 220 |
C3.0 | 496 | 160 | 200 | 24 | 80 | 24 | 7 | 220 |
