Table 6 Acceptance criteria for SCC.

From: RETRACTED ARTICLE: Performance of sustainable self-compacting fiber reinforced concrete with substitution of marble waste (MW) and coconut fibers (CFs)

Experiment

Units

Lower limit

Upper limit

Slump flow

cm

60

80

Slump T50

Seconds

2.0

5.0

L-Box

H2/H1

0.8

1.0

V-Funnel

Seconds

6.0

12

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