Table 1 Mix design of VHSC.
Materials | M1 (kg) | M2 (kg) | Unit weight (kg/m3) |
---|---|---|---|
Cement | 500 | 3110 | |
Fly ash | 52 | 2290 | |
Slag | 187 | 2860 | |
Silica fume | 60 | 2180 | |
Coarse Aggregate | 1280 | 1180 | Basalt: 2940 |
 |  |  | Granite: 2710 |
Fine aggregate | 300 | 300 | Sand: 2610 |
Materials | M1 (kg) | M2 (kg) | Unit weight (kg/m3) |
---|---|---|---|
Cement | 500 | 3110 | |
Fly ash | 52 | 2290 | |
Slag | 187 | 2860 | |
Silica fume | 60 | 2180 | |
Coarse Aggregate | 1280 | 1180 | Basalt: 2940 |
 |  |  | Granite: 2710 |
Fine aggregate | 300 | 300 | Sand: 2610 |