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Table 3 Concrete properties

From: Steel Reinforced Self-Compacting Concrete (SCC) Cantilever Beams: Bond Behaviour in Poor Condition Zones

Test

Units

Mix no.

Mix 1

Mix 2

Mix 3

SCC1

SCC2

NVC

Slump flow

(EFNARC-SF2 = 660–750)

mm

700

690

Slump flow (T500)

(EFNARC-VS1 = 2–5)

s

3.2

3.8

J-RING

(EFNARC = 0–10) or (< N.M.S)

mm

3

3.4

Slump cone

(ECP 203–2018 (Code & of Design & Construction of Reinforced Concrete Structures, xxxx) = 75–125)

mm

100