Effect of High-Temperature Curing Methods on the Compressive Strength Development of Concrete Containing High Volumes of Ground Granulated Blast-Furnace Slag

Table 3

Steam curing methods.

Curing methods	DP, hours	TR, °C/h	PT, °C	PP, hours	TD, °C/h
Delay period (DP)	2, 3, 4	15	65	4	10
Temperature rise (TR)	3	10, 15, 20	65	4	10
Peak temperature (PT)	3	15	55, 65, 75	4	10
Peak period (PP)	3	15	65	3, 4, 5	10
Temperature down (TP)	3	15	65	4	5, 10, 15