Table 4.
Results of the tests carried out according to the current regulations for considering self-compacting concrete (EHE-08).
| Test | Measured Parameter | Test Result | Permissible Range (EHE-08) | |
|---|---|---|---|---|
| SSC-Control | Slump flow | T50 (s) | 2.8 | |
| df (mm) | 690 | |||
| J-Ring | djf (mm) | 650 | ||
| L-Box | Cb | 0.78 | ||
| V-funnel | Tv (s) | 5.02 | ||
| SSC-20BBA-C | Slump flow | T50 (s) | 1.5 | |
| df (mm) | 650 | |||
| J-Ring | djf (mm) | 650 | ||
| L-Box | Cb | 0.75 | ||
| V-funnel | Tv (s) | 4.6 | ||
| SSC-40BBA-C | Slump flow | T50 (s) | 1.6 | |
| df (mm) | 660 | |||
| J-Ring | djf (mm) | 670 | ||
| L-Box | Cb | 0.78 | ||
| V-funnel | Tv (s) | 5.9 | ||
| SSC-60BBA-C | Slump flow | T50 (s) | 2.1 | T50 ≤ 8 s (s) |
| df (mm) | 760 | 550 mm ≤ df ≤ 850 mm | ||
| J-Ring | djf (mm) | 740 | ≥df-50 mm | |
| L-Box | Cb | 0.75 | 0.75 ≤ Cb ≤ 1.00 | |
| V-funnel | Tv (s) | 7.9 | 4 s ≤ Tv ≤ 20 s | |
| SSC-10BBA | Slump flow | T50 (s) | 3.6 | |
| df (mm) | 660 | |||
| J-Ring | djf (mm) | 610 | ||
| L-Box | Cb | 0.79 | ||
| V-funnel | Tv (s) | 10 | ||
| SSC-20BBA | Slump flow | T50 (s) | 4 | |
| df (mm) | 690 | |||
| J-Ring | djf (mm) | 650 | ||
| L-Box | CbL | 0.8 | ||
| V-funnel | Tv (s) | 10 | ||
| SSC-30BBA | Slump flow | T50 (s) | 4.3 | |
| df (mm) | 640 | |||
| J-Ring | djf (mm) | 630 | ||
| L-Box | CbL | 0.81 | ||
| V-funnel | Tv (s) | 11 |