A Mix Design Procedure for Alkali-Activated High-Calcium Fly Ash Concrete Cured at Ambient Temperature

Table 5

Mix proportion used in this study based on the mix design procedure.

Mix	Symbol	FA (kg/m^3)	NaOH (kg/m^3)		Na2SiO3 (kg/m^3)	Aggregates (kg/m^3)				SP (kg/m^3)
			10 M	15 M		7 mm·LS	10 mm·LS	16 mm·LS	RS
1	0.45AAS10M7mmLS	523	118	—	118	1124	—	—	459	5.2
2	0.45AAS10M10mmLS	500	113	—	113	—	1166	—	475	5.0
3	0.45AAS10M16mmLS	478	108	—	108	—	—	1211	490	4.8
4	0.50AAS10M7mmLS	470	118	—	118	1161	—	—	474	4.7
5	0.50AAS10M10mmLS	450	113	—	113	—	1201	—	489	4.5
6	0.50AAS10M16mmLS	430	108	—	108	—	—	1245	504	4.3
7	0.55AAS10M7mmLS	428	118	—	118	1191	—	—	487	4.3
8	0.55AAS10M10mmLS	409	113	—	113	—	1231	—	501	4.1
9	0.55AAS10M16mmLS	391	108	—	108	—	—	1273	515	3.9
10	0.60AAS10M7mmLS	392	118	—	118	1216	—	—	497	3.9
11	0.60AAS10M10mmLS	375	113	—	113	—	1255	—	511	3.8
12	0.60AAS10M16mmLS	359	108	—	108	—	—	1296	525	3.6
13	0.45AAS15M7mmLS	523	—	118	118	1126	—	—	460	5.2
14	0.45AAS150M10mmLS	500	—	113	113	—	1168	—	475	5.0
15	0.45AAS15M16mmLS	478	—	108	108	—	—	1212	491	4.8
16	0.50AAS15M7mmLS	470	—	118	118	1163	—	—	475	4.7
17	0.50AAS15M10mmLS	450	—	113	113	—	1203	—	490	4.5
18	0.50AAS15M16mmLS	430	—	108	108	—	—	1246	505	4.3
19	0.55AASB15M7mmLS	428	—	118	118	1193	—	—	487	4.3
20	0.55AAS15M10mmLS	409	—	113	113	—	1232	—	502	4.1
21	0.55AAS15M16mmLS	391	—	108	108	—	—	1274	516	3.9
22	0.60AASB150M7mmLS	392	—	118	118	1218	—	—	498	3.9
23	0.60AAS15M10mmLS	375	—	113	113	—	1257	—	512	3.8
24	0.60AAS15M16mmLS	359	—	108	108	—	—	1298	525	3.6