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Table 1 Mixing proportions of mortar specimens (Carrasco et al. 2005).

From: Modeling of Hydration, Strength Development, and Optimum Combinations of Cement-Slag-Limestone Ternary Concrete

Mortar Portland cement (%) Limestone power (%) Blast furnace slag (%) Water to power ratio
PC 100 0 0 0.5
C0F6S 94 0 6 0.5
C0F15S 85 0 15 0.5
C6F0S 94 6 0 0.5
C15F0S 85 15 0 0.5
C6F22S 72 6 22 0.5
C11F11S 78 11 11 0.5
C15F22S 63 15 22 0.5
C22F6S 72 22 6 0.5
C22F15S 63 22 15 0.5