Curing Effects on High-Strength Concrete Properties

Figure 2

(a) Compressive strengths of concrete specimens with a W/B ratio of 0.35 prepared and cured under different conditions at a temperature of 30°C. (b) Compressive strengths of concrete specimens with a W/B ratio of 0.35 prepared 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 0.35 prepared and cured under different conditions at a temperature of 50°C. (d) Compressive strengths of concrete specimens with a W/B ratio of 0.35 prepared and cured under oven replacement compared with different conditions at a temperature of 50°C.

(a)

(b)

(c)

(d)