Effect of Inert and Pozzolanic Materials on Flow and Mechanical Properties of Self-Compacting Concrete

Table 3

Results of slump flow, V-funnel, and Orimet.

Mixture	Slump flow (mm)	Slump flow classification	V-funnel (sec)	V-funnel classification	Orimet (sec)
PL1	665	SF2	4.8	VF1	2.7
PL2	675	SF2	23.5	VF2	6
VMA1	650	SF1	3.4	VF1	0.9
VMA2	665	SF2	8	VF2	13.3
ME1	635	SF1	2.7	VF1	2.5
ME2	540	—	1.9	VF1	2
SF1	650	SF1	1.3	VF1	0.9
SF2	640	SF1	1.8	VF1	1
ZE1	715	SF2	1.2	VF1	0.6
ZE2	655	SF2	1.3	VF1	1.1
LS1	755	SF3	4	VF1	3
LS2	755	SF3	5.4	VF1	2.5
CC1	705	SF2	2.4	VF1	1.5
CC2	660	SF2	7.9	VF1	7.5