Durability of Mortar Incorporating Ferronickel Slag Aggregate and Supplementary Cementitious Materials Subjected to Wet–Dry Cycles

International Journal of Concrete Structures and Materials

Table 4 Mix proportions of the mortars.

Sample ID	Binder (kg/m³)			Fine aggregate (kg/m³)		W/C
Sample ID	OPC	Fly ash	GGBFS	Sand	FNS	W/C
PC-FNS0	602	–	–	1355	0	0.47
PC-FNS25	602	–	–	1015	435
PC-FNS50	602	–	–	678	873
PC-FNS75	602	–	–	338	1306
PC-FNS100	602	–	–	0	1744
FA-FNS0	421	181	–	1355	0
FA-FNS25	421	181	–	1015	435
FA-FNS50	421	181	–	678	873
FA-FNS75	421	181	–	338	1306
FA-FNS100	421	181	–	0	1744
BFS-FNS0	421	–	181	1355	0
BFS-FNS25	421	–	181	1015	435
BFS-FNS50	421	–	181	678	873
BFS-FNS75	421	–	181	338	1306
BFS-FNS100	421	–	181	0	1744