Effect of Cylinder Size on the Modulus of Elasticity and Compressive Strength of Concrete from Static and Dynamic Tests

Table 1

Mix proportions of concrete design.

ID	Cement type	W/B	S/A	Unit quantity (kg/m^3)
				W	C	S	G	Mineral admixture		Chemical admixture
								FA	GBFS	AE (binder %)	SP (binder %)
Mix 1	Type I	0.45	0.46	259	121	777	934	58	69	0.9	—
Mix 2		0.35	0.47	308	166	761	886	81	85	—	1
Mix 3		0.3	0.46	357	165	714	868	94	99	—	1

Note. W: water; C: cement; S: sand; G: gravel; FA: fly ash; GBFS: granulated blast furnace slag; AE: air-entraining agent; SP: superplasticizer.