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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