Strength Development of High-Strength Ductile Concrete Incorporating Metakaolin and PVA Fibers

Table 3

Nomenclature and detail of mix proportion of HSDC.

MIX	MK	OPC	Fine aggregates	Superplasticizer	Coarse aggregates		PVA fiber
					<10 mm	10–20 mm	weight	𝑉𝑓	Aspect ratio
	kg/m^3	kg/m^3	kg/m^3	%	kg/m^3	kg/m^3	kg/m^3	%	length/dia
00-0	0	450	670	0.25	600	500	0	0	—
A1-0	0	450	670	1	600	500	13	1	45
A2-0	0	450	670	1.25	600	500	26	2
B1-0	0	450	670	1	600	500	13	1	60
B2-0	0	450	670	1.25	600	500	26	2
C1-0	0	450	670	1	600	500	13	1	90
C2-0	0	450	670	1.25	600	500	26	2
D1-0	0	450	670	1	600	500	13	1	120
D2-0	0	450	670	1.25	600	500	26	2
00-5	22.5	427.5	670	0.5	600	500	0	0	—
A1-5	22.5	427.5	670	1	600	500	13	1	45
A2-5	22.5	427.5	670	1.25	600	500	26	2
B1-5	22.5	427.5	670	1	600	500	13	1	60
B2-5	22.5	427.5	670	1.25	600	500	26	2
C1-5	22.5	427.5	670	1	600	500	13	1	90
C2-5	22.5	427.5	670	1.25	600	500	26	2
D1-5	22.5	427.5	670	1	600	500	13	1	120
D2-5	22.5	427.5	670	1.25	600	500	26	2
00-10	45	405	670	0.75	600	500	0	0	—
A1-10	45	405	670	1	600	500	13	1	45
A2-10	45	405	670	1.25	600	500	26	2
B1-10	45	405	670	1	600	500	13	1	60
B2-10	45	405	670	1.25	600	500	26	2
C1-10	45	405	670	1	600	500	13	1	90
C2-10	45	405	670	1.25	600	500	26	2
D1-10	45	405	670	1	600	500	13	1	120
D2-10	45	405	670	1.25	600	500	26	2