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

International Journal of Concrete Structures and Materials

Table 2 Mix proportions.

\( f_{cd}^{'} \) (MPa)	W/C	Slump (mm)	\( \frac{S}{S + G} \)	Weight per unit volume (kg/m³)				SP/C
\( f_{cd}^{'} \) (MPa)	W/C	Slump (mm)	\( \frac{S}{S + G} \)	Water (W)	Cement (C)	Sand (S)	Gravel (G)	SP/C
30	0.5	200	0.39	177	354	668	1053	0.01
40	0.41	200	0.37	177	433	606	1040	0.01
50	0.35	200	0.36	177	506	570	1022	0.01