Fig. 11From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesComparisons of predicted compressive strengths and experimentally measured ones: Case IV in Table 4: a Comparison with 210 experimental results; b Predictions of compressive strength by Eq. (10) in early age (\( f_{cd}^{'} \) = 30 MPa) (diamond 20 °C; open triangle 40 °C; and open circle 60 °C).Back to article page