Alkali-Active Sand Slate Powder for Use as Mineral Admixture in Mass Hydraulic Concrete: Technical and Economic Analysis

Figure 3

The compressive strength of the binary and ternary blends mortars. (a) The binary blends of P.MH 42.5 and ASSP, (b) the binary blends of P.MH 42.5 and FA, (c) the binary blends mortar comparison, and (d) the ternary blends mortar of P.MH 42.5, SF, and ASSP.

(a)

(b)

(c)

(d)