Table 3.
Mix designs for the AAM mortar.
| Series | Abbreviations | BFS Ratio in Precursors | GC Ratio inFine Aggregates | W | SO | BFS | FA | S | GC |
|---|---|---|---|---|---|---|---|---|---|
| (vol%) | (kg/m3) | ||||||||
| 1 (AAS) |
1-G0 | 100 | 0 | 274 | 63 | 582 | 0 | 1425 | 0 |
| 1-G25 | 25 | 1069 | 308 | ||||||
| 1-G50 | 50 | 713 | 615 | ||||||
| 1-G75 | 75 | 356 | 923 | ||||||
| 1-G100 | 100 | 0 | 1230 | ||||||
| 2 (AAS) |
2-G0 | 100 | 0 | 273 | 45 | 606 | 1425 | 0 | |
| 2-G25 | 25 | 1069 | 308 | ||||||
| 2-G50 | 50 | 713 | 615 | ||||||
| 2-G75 | 75 | 356 | 923 | ||||||
| 2-G100 | 100 | 0 | 1230 | ||||||
| 3 (AAS) GC after autoclave process |
3-G0 | 100 | 0 | 1425 | 0 | ||||
| 3-G25 | 25 | 1069 | 308 | ||||||
| 3-G50 | 50 | 713 | 615 | ||||||
| 3-G75 | 75 | 356 | 923 | ||||||
| 3-G100 | 100 | 0 | 1230 | ||||||
| 4 (AAFS) |
4-G0 | 50 | 0 | 303 | 246 | 1425 | 0 | ||
| 4-G25 | 25 | 1069 | 308 | ||||||
| 4-G50 | 50 | 713 | 615 | ||||||
| 4-G75 | 75 | 356 | 923 | ||||||
| 4-G100 | 100 | 0 | 1230 | ||||||