Table 3.
The Bingham rheological parameters for CVC and the modified Bingham (MB) rheological parameter for SCC mixtures.
| Parameters | Mixture | ||||||||
|---|---|---|---|---|---|---|---|---|---|
| C42 | C47 | C52 | C47c | S37 | S42 | S47 | S42c | ||
| Concretemortar | Yield stress (Pa) | 65 | 120 | 270 | 160 | 4.0 | 5.0 | 6.0 | 5.5 |
| Plastic viscosity (Pa·s) | 20 | 25 | 35 | 30 | 30 | 60 | 130 | 80 | |
| Non-linear term of MB (Pa·s2) | - | - | - | - | 5.5 | 5.0 | 1.0 | 5.5 | |
| Mortar | Yield stress (Pa) | 21 | 21 | 30 | 27 | 2.0 | 2.5 | 6.0 | 5.0 |
| Plastic viscosity (Pa·s) | 1.4 | 1.0 | 1.3 | 1.6 | 3.2 | 3.5 | 7.0 | 5.5 | |
| Non-linear term of MB (Pa·s2) | - | - | - | - | 0.3 | 0.2 | 0.5 | 0.6 | |