Experimental Study to Determine the Failure Criteria of Concrete at Its Early-Age

Table 3

The concrete composition and the material consumption.

Cement type	Fine aggregate class	Size of coarse aggregate (mm)	Mixing water	Slump (mm)	Composition ratio
425 Portland cement	Medium sand	Grain size ≤ 25	Tap water	30–50	[Cement : sand : stone : water] = [1 : 1.59 : 3.38 : 0.54]