Research Article
Curing Effects on High-Strength Concrete Properties
Figure 1
(a) Compressive strengths of concrete specimens with a W/B ratio of 0.3 prepared and cured under different conditions at a temperature of 30°C. (b) Compressive strengths of concrete specimens prepared with a W/B ratio of 0.3 and cured under oven replacement compared with different conditions at a temperature of 30°C. (c) Compressive strengths of concrete specimens with a W/B ratio of 0.3 prepared and cured under different conditions at a temperature of 50°C. (d) Compressive strengths of concrete specimens with a W/B ratio 0.3 prepared and cured under oven replacement compared with different conditions at a temperature of 50°C.
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