I have just finished casting 36 geopolymer mortar mix designs. Several variables were set in my work. Nanosilica replacement dosage (0, 2, 4% of slag weight), microsilica replacement dosage (0, 5, 7.5 and 10% of slag weight), chemical activator type (2 types), solution to base material ratio (2 levels).
I am asking about the best approaches to determine optimized mix designs for further tests.
In the first stage the compressive strength and flowability of mortars were evaluated.
best,