Experimental Study on the Durability of Alkali-Activated Slag Concrete after Freeze-Thaw Cycle

Table 6

Compressive strength of cube samples after different freeze-thaw cycles.

Code	Compressive strength of cube samples after different freeze-thaw cycles (MPa)
	0 times	50 times	100 times	150 times	200 times	250 times	300 times
AASC-1	51.5	50.2	47.6	42.3	37.6	35.2	32.1
AASC-2	54.0	51.3	46.8	41.1	38.1	34.9	33.2
AASC-3	55.1	51.9	46.6	42.6	40.2	38.1	35.8
AASC-4	56.7	53.6	49.4	44.3	41.1	38.6	36.1
AASC-5	55.5	52.4	48.6	43.2	37.2	35.1	33.6
AASC-6	51.3	49.6	45.2	41.3	36.1	33.1	27.3
OCC-1	46.6	42.5	38.9	30.8	23.4	15.6	9.5