Table 8 First stage results.

From: RETRACTED ARTICLE: Performance of sustainable self-compacting fiber reinforced concrete with substitution of marble waste (MW) and coconut fibers (CFs)

Tests methods

Mix 1

Mix 2

Mix 3

Mix 4

Mix 5

Mix 6

Mix 7

Mix 8

Slump (mm)

535

542

568

622

572

775

710

768

L-Box Test (H2/H1)

0.60

0.68

0.72

0.83

0.76

0.94

0.96

0.98

V-Funnel Tests (Sec)

19

16

15

11

14

11

5

3

T50-Slump Flow

11

8

7

5.2

6

4.5

2.8

2.2

Remarks

As per EFNARC

Too stifff + segregation

Too stiff

Small stiff

Small bleeding

Small stiff

Good SCC

Small bleeding

Too bleeding + segregation

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