Realistic Evaluation of Reinforcement Bond Strength in Alkali-Activated Slag Concrete Exposed to Elevated Temperature

International Journal of Concrete Structures and Materials

Table 3 Mix proportions and properties of the used AASC

GGBFS	SS^a	SH^b	Add. water	F.A.^c	C.A.^d	Compressive strength (MPa)	Slump (mm)
450	131	41	112	547	1093	44.0	230

^aSS = Na₂SiO₃, ^bSH = NaOH, ^cF.A. = fine aggregate, ^dC.A. = coarse aggregate.