Evaluation of Strengths from Cement Hydration and Slag Reaction of Mortars Containing High Volume of Ground River Sand and GGBF Slag

Figure 8

Relationship between percentage of compressive strength of GGBF slag mortar with different sizes (compared to PC mortar) obtained from slag reaction and age of curing: (a) 40% replacement of cement; (b) 50% replacement of cement; (c) 60% replacement of cement.

(a)

(b)

(c)