Research Article
Effect of High-Temperature Curing Methods on the Compressive Strength Development of Concrete Containing High Volumes of Ground Granulated Blast-Furnace Slag
Figure 3
Various high-temperature curing methods used in this study.
(a) Delay period condition |
(b) Temperature rise condition |
(c) Peak temperature condition |
(d) Peak period condition |
(e) Temperature down condition |