Effects of FeNi₃ Nanoparticles and Coal Slag on Mechanical and Durability Properties of Concrete against Acidic Environments

Table 3

Details of the mixing plan for the control sample.

Specimen	Cement (kg/m^3)	Water (kg/m^3)	Pozzolan (kg/m^3)	FeNi3 (kg/m^3)	Sand (kg/m^3)	Gravel (kg/m^3)	Superplasticizer (kg/m^3)
CP0F0	400	180	–	–	1,225	525	0.6
CP5F0	380	180	20	–	1,225	525	0.6
CP10F0	360	180	40	–	1,225	525	0.6
CP15F0	340	180	60	–	1,225	525	0.6
CP0F1	396	180	–	4	1,225	525	0.6
CP5F1	376	180	20	4	1,225	525	0.6
CP10F1	356	180	40	4	1,225	525	0.6
CP15F1	336	180	60	4	1,225	525	0.6
CP0F2	392	180	–	8	1,225	525	0.6
CP5F2	372	180	20	8	1,225	525	0.6
CP10F2	352	180	40	8	1,225	525	0.6
CP15F2	332	180	60	8	1,225	525	0.6
CP0F3	388	180	–	12	1,225	525	0.6
CP5F3	368	180	20	12	1,225	525	0.6
CP10F3	348	180	40	12	1,225	525	0.6
CP15F3	328	180	60	12	1,225	525	0.6