Table 1 Concrete mix proportions.
From: Mechanical Properties and Modeling of Amorphous Metallic Fiber-Reinforced Concrete in Compression
Design strength (MPa) | Design air content (%) | Design slump flow (mm) | W/Ca (%) | S/ab (%) | Unit content (kg/m3) | |||||
|---|---|---|---|---|---|---|---|---|---|---|
Water | Cement | Fine aggregate | Coarse aggregate | Admixturec | AMFd content | |||||
27 | 4.0 ± 1.0 | 150 ± 50 | 55 | 51.8 | 202 | 367 | 884 | 811 | 0.2 | – |
0.4 | 21.6 | |||||||||
0.6 | 43.2 | |||||||||
0.8 | 57.6 | |||||||||
35 | 45 | 43.8 | 216 | 480 | 695 | 880 | 0.2 | – | ||
0.4 | 21.6 | |||||||||
0.6 | 43.2 | |||||||||
0.8 | 57.6 | |||||||||
50 | 35 | 44.3 | 236 | 675 | 592 | 733 | 0.2 | – | ||
0.4 | 21.6 | |||||||||
0.6 | 43.2 | |||||||||
0.8 | 57.6 | |||||||||