Study on the Heat of Hydration and Strength Development of Cast-In-Situ Foamed Concrete

Figure 12

Relationship between compressive strength and curing time (containing fly ash). Note: 0% s denotes the value of the test when the fly ash content is 0% under standard curing conditions. 0% s denotes the value of the test when the fly ash content is 0% under temperature matched curing conditions.