From: Steel Fiber Reinforced Self-Compacting Concrete: A Comprehensive Review
Refs. | Steel fiber percentages (%) | Additional materials | Length (mm) | Water–cement ratio | Slump (mm) (600–800) | Slump T500 (Sec) (2.0–5.0) | V funnel (Sec) (6.0–12) | L box ratio (0.8–1.0) | Remarks |
---|---|---|---|---|---|---|---|---|---|
Madandoust et al., (2015) | 0–1.0 | – | 50 | 0.45 | – | 2.2–2.6 | – | – | Slump T500 Within the limit |
Iqbal et al., (2015b) | 0–1.25 | – | 13 | 0.58 | 790–630 | 5–9 | – | – | Slump T500 does not fall within the limit |
Rao and Ravindra (2010) | 0–1.5 | Fly ash | 13.8 | 0.43–0.31 | 715–650 | 3.3–4.5 | 7.1–9.8 | 0.94–0.81 | All mix within the limit |
Khaloo et al., (2014) | 0–2.0 | – | 20.6 | 0.48 | – | 2.0–3.4 | 4.5–19 | 0.84–0.65 | V funnel and L box are not in limit |
El-Dieb (2009) | 0–0.52 | – | 25 | 0.23 | 776–700 | – | – | – | Slump flow within the limit |
Gencel et al., (2011) | 0–0.8 | Fly ash | 30 | 0.4 | 769–582 | 4.1–4.7 | 14.1–20.7 | – | V funnel and slump flow are not within the limit |
Mastali and Dalvand (2016) | 0–0.75 | – | 40 | 0.44 | 630–580 | 5–7 | – | – | Slump flow and slump T500 are not in limit |
Alabduljabbar et al., (2019) | 0–2.0 | – | 20 | – | 680–670 | – | 8.0–7.0 | 0.80–0.86 | All mix within the limit |
Saba et al., (2021) | 0–1.0 | Silica fume | 30 | 0.40 | 670–580 | 5–7 | - | 0–1.0 | All mix not within the limit |
Ghorbani et al., (2020) | 0–1.65 | – | 30 | 0.50 | 750–550 | – | 6.8–12.0 | – | Slump flow not in limit |
Iqbal et al., (2015a) | 0.5–1.25 | – | 13 | 0.58 | 710–630 | 7–9 | – | – | Slump T500 does not fall within the limit |
Li et al., (2021) | 0–1.0 | – | 35 | 0.35 | 700–645 | 2.6–9.8 | – | – | Slump T500 does not fall within the limit |
Siddique and Kaur (2016) | 0–1.5 | Fly ash | 30 | 0.45 | 720–650 | – | 7.0–12.0 | 0.98–0.80 | All mix within the limit |
Sanjeev and Nitesh (2020) | 0–0.9 | – | 35 | 0.36 | 550–270 | 3.2–8.4 | 4.3–11.3 | – | Slump flow and slump T500 are not in limit |