Research Article
Developing a Higher Performance and Less Thickness Concrete Pavement: Using a Nonconventional Concrete Mixture
Table 5
Results of workability test (slump test).
| Mixture | Steel slag (% of mass of CM) | Superplasticizer (% of mass of cement) | Steel fibers (% of volume of concrete) | Slump value (mm) |
| 1 | 0 | 3 | 0 | 190 | 2 | 0 | 3 | 0.5 | 142 | 3 | 0 | 3 | 1.0 | 78 | 4 | 0 | 3 | 1.5 | 24 | 5 | 0 | 3 | 2.0 | 5 | 6 | 20 | 3 | 0 | 166 | 7 | 20 | 3 | 0.5 | 127 | 8 | 20 | 3 | 1.0 | 64 | 9 | 20 | 3 | 1.5 | 18 | 10 | 20 | 3 | 2.0 | 2.0 |
|
|