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Table 1 Summary of flow and passing ability of SCC reinforced with steel fiber

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