Table 2 Experimental results for SP test series (Jeong et al. 2016).
Design strength (MPa) | Dosage of superplasticizer (%) | Concrete | Slip-layer | Slump flow (mm) | ||
|---|---|---|---|---|---|---|
Yield stress (Pa) | Viscosity (Pa s) | Yield stress (Pa) | Viscosity (Pa s) |  | ||
50 | 0.80 | 144 | 53.4 | 72.0 | 2.49 | 370 |
1.00 | 74.0 | 43.0 | 9.0 | 1.98 | 485 | |
1.10 | 41.0 | 44.0 | 77.0 | 1.56 | 540 | |
1.27 | 16.0 | 61.1 | 25.0 | 0.60 | 655 | |
80 | 1.10 | 84.0 | 107 | 32.0 | 4.06 | 450 |
1.25 | 2.0 | 94.0 | 40.0 | 2.92 | 575 | |
1.40 | 0.1 | 79.0 | 5.0 | 2.98 | 665 | |
100 | 1.10 | 13.4 | 121 | 15.3 | 4.77 | 515 |
1.20 | 4.0 | 112 | 21.5 | 3.99 | 585 | |
1.40 | 0.1 | 77.0 | 0.1 | 3.22 | 695 | |