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Table 1 Chemical and physical properties of Type III cement used in this study.

From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures

Chemical composition (%)

Mineral composition (%)

Density (g/cm3)

Blaine (cm2/g)

\( {\text{CaO}} \)

\( {\text{SiO}}_{2} \)

\( {\text{Al}}_{2} O_{3} \)

\( {\text{Fe}}_{2} O_{3} \)

\( {\text{MgO}} \)

\( {\text{Na}}_{2} O \)

\( {\text{K}}_{2} O \)

\( {\text{SO}}_{3} \)

\( {\text{C}}_{3} S \)

\( {\text{C}}_{2} S \)

\( {\text{C}}_{3} A \)

\( {\text{C}}_{4} AF \)

62.2

19.5

5.9

3.1

2.8

0.2

0.8

4.1

49.2

18.8

10.3

9.5

3.12

4600