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

Table 2

Mix proportion of AASC and OCC and 28 d compressive strength.

Code	AASC/slag OCC/cement (kg/m^3)	Stand (kg/m^3)	Coarse aggregate (kg/m^3)	Water-to-slag (cement) (%)	28 d compressive strength (MPa)
AASC-1	400	716	1074	0.35	51.5
AASC-2	420	716	1074	0.35	54.0
AASC-3	440	716	1074	0.35	55.1
AASC-4	460	716	1074	0.35	56.7
AASC-5	400	716	1074	0.37	55.5
AASC-6	400	716	1074	0.39	51.3
OCC-1	400	716	1074	0.35	46.6