Application of Fly Ash and Slag Generated by Incineration of Municipal Solid Waste in Concrete

Table 1

Concrete mix ratio design.

Replacement (%)			Amount of material (kg/m^3)
Group	Fly ash	Slag	Cement	Fly ash	Slag	Coarse aggregate	Fine aggregate	Water	Superplasticizer
B0C0	0	0	375	0	0	1227	638	180	1.1
B0C10	10	0	333	37	0	1227	638	180	1.1
B0C20	20	0	296	74	0	1227	638	180	1.1
B0C30	30	0	259	111	0	1227	638	180	1.1
B0C40	40	0	225	150	0	1227	638	180	1.1
B10C0	0	10	375	0	122	1104	638	180	1.1
B10C10	10	10	333	37	122	1104	638	180	1.1
B10C20	20	10	296	74	122	1104	638	180	1.1
B10C30	30	10	259	111	122	1104	638	180	1.1
B10C40	40	10	225	150	122	1104	638	180	1.1
B20C0	0	20	375	0	242	982	638	180	1.1
B20C10	10	20	333	37	242	982	638	180	1.1
B20C20	20	20	296	74	242	982	638	180	1.1
B20C30	30	20	259	111	242	982	638	180	1.1
B20C40	40	20	225	150	242	982	638	180	1.1
B30C0	0	30	375	0	364	848	638	180	1.1
B30C10	10	30	333	37	364	848	638	180	1.1
B30C20	20	30	296	74	364	848	638	180	1.1
B30C30	30	30	259	111	364	848	638	180	1.1
B30C40	40	30	225	150	364	848	638	180	1.1
B40C0	0	40	375	0	491	736	638	180	1.1
B40C10	10	40	333	37	491	736	638	180	1.1
B40C20	20	40	296	74	491	736	638	180	1.1
B40C30	30	40	259	111	491	736	638	180	1.1
B40C40	40	40	225	150	491	736	638	180	1.1