Table 5 Acceptance criteria for SCC according to EFNARC.
From: Utilization of Waste Glass Micro-particles in Producing Self-Consolidating Concrete Mixtures
Slump flow test | V-funnel test | L-box test | |||
|---|---|---|---|---|---|
Slump flow classes | Slump flow (mm) | Viscosity classes | V-funnel times (s) | Passing ability classes | Blocking ratio |
SF1 | 550–650 | VF1 | ≤8 | PA1 | ≥0.8 with 2 bars |
SF2 | 660–750 | VF2 | 9–25 | PA2 | ≥0.8 with 3 bars |