Utilizing blast furnace ferronickel slag as paste replacement to reduce white Portland cement content and improve performance of mortar

Advances in Bridge Engineering

Table 2 The mix proportions of the white mortar mix

Sample ID	Water (kg/m³)	WPC (kg/m³)	FNS (kg/m³)	Fine aggregate (kg/m³)	SP dosage (wt% of the cement)	Rate of decrease in white cement (%)
PRB-0.40-0	331	828	0	1032	0.04	0.00
PRB-0.40-5	303	759	150	1032	0.08	8.33
PRB-0.40-10	276	690	300	1032	0.12	16.67
PRB-0.40-15	248	621	451	1032	0.23	25.00
PRB-0.40-20	221	552	601	1032	0.37	33.33
PRB-0.45-0	348	774	0	1032	0.04	0.00
PRB-0.45-5	319	710	150	1032	0.06	8.33
PRB-0.45-10	290	645	300	1032	0.10	16.67
PRB-0.45-15	261	581	451	1032	0.18	25.00
PRB-0.45-20	232	516	601	1032	0.32	33.33
PRB-0.50-0	364	727	0	1032	0.03	0.00
PRB-0.50-5	333	667	150	1032	0.04	8.33
PRB-0.50-10	303	606	300	1032	0.09	16.67
PRB-0.50-15	273	545	451	1032	0.17	25.00
PRB-0.50-20	242	485	601	1032	0.28	33.33
PRB-0.55-0	377	686	0	1032	0.00	0.00
PRB-0.55-5	346	629	150	1032	0.03	8.33
PRB-0.55-10	314	571	300	1032	0.07	16.67
PRB-0.55-15	283	514	451	1032	0.14	25.00
PRB-0.55-20	251	457	601	1032	0.23	33.33
CRB-0.40-5	331	788	40	1032	0.05	0.05
CRB-0.40-10	331	747	81	1032	0.05	0.10
CRB-0.40-15	331	706	122	1032	0.05	0.15
CRB-0.40-20	331	666	162	1032	0.06	0.20
CRB-0.55-5	377	653	33	1032	0.00	0.05
CRB-0.55-10	377	619	67	1032	0.00	0.10
CRB-0.55-15	377	585	101	1032	0.00	0.15
CRB-0.55-20	377	552	134	1032	0.00	0.20