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

Table 5

Mass of the prism samples after different freeze-thaw cycles.

Times code	Mass (kg)
	0	25	50	75	100	125	150	175	200	225	250	275	300
AASC-1	9.678	9.668	9.658	9.642	9.625	9.611	9.593	9.579	9.571	9.562	9.555	9.541	9.529
AASC-2	9.736	9.728	9.720	9.711	9.699	9.681	9.666	9.658	9.647	9.636	9.621	9.611	9.590
AASC-3	9.765	9.759	9.751	9.745	9.731	9.715	9.708	9.697	9.686	9.678	9.672	9.666	9.653
AASC-4	9.667	9.660	9.651	9.636	9.629	9.621	9.615	9.608	9.601	9.591	9.582	9.571	9.568
AASC-5	9.701	9.696	9.689	9.682	9.677	9.661	9.649	9.635	9.629	9.623	9.615	9.600	9.590
AASC-6	9.634	9.621	9.603	9.591	9.586	9.576	9.567	9.558	9.551	9.543	9.531	9.521	9.510
OCC-1	9.996	9.980	9.934	9.881	9.837	9.803	9.773	9.745	9.719	9.691	9.658	9.619	9.558