Fundamental Fresh State Properties of Self-Consolidating Concrete: A Meta-Analysis of Mix Designs

Table 1

Mix design parameters after cleaning the database.

Variables	Minimum	Maximum	Average
Cement (kg/m^3)	180	500	367
SCMs (kg/m^3)	58	378	120
Water (kg/m^3)	126	265	190
Fine aggregate (kg/m^3)	392	1135	904
Coarse aggregate (kg/m^3)	420	1187	705
Maximum aggregate size (mm)	8	20	16
HRWR (kg/m^3)	0.8	13	5
VMA (kg/m^3)	0	6	0.2