Research Article
Recycled Coarse Aggregate for Sustainable Self-Compacting Concrete and Mortar
Table 6
Acceptance criteria for fresh properties of SCC.
| Methods | Units | Typical values | Minimum | Maximum |
| Slump flow by Abrams cone | mm | 650 | 800 | T50 slump flow | sec | 2 | 5 | J-ring | mm | 0 | 10 | V-funnel | sec | 6 | 12 | L-box | H2/H1 | 0.8 | 1.0 | GTM screen stability test | % | 0 | 15 |
|
|