Predicting Strength Properties of High-Performance Concrete Modified with Natural Aggregates and Ferroslag under Varied Curing Conditions

Table 6

Percentage loss in compressive strength after the wet and dry test.

Percentage loss in compressive strength due to wet and dry test
Days	MF0	MF20	MF30	MF40
0 day	0	0	0	0
28 days	0.389	0.7194	1.685	2.127
56 days	3.346	1.438	3.792	4.255
90 days	6.303	2.733	6.601	7.801
180 days	11.284	6.474	10.814	9.929
270 days	15.953	13.669	12.921	14.893