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 |
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