Experimental Analysis on Shrinkage and Swelling in Ordinary Concrete

Table 2

Composition of fresh concretes.

Components per 1 m^3 of fresh concrete	Units	Concrete ID
		0/1	0/2	0/3	1/1	1/2	1/3
CEM I 42.5 R (Mokrá)	[kg]	300	350	400	300	350	400
Sand (Bratčice) 0–4	[kg]	925	875	825	925	875	825
Aggregate (Olbramovice) 4–8	[kg]	185	185	185	185	185	185
Aggregate (Olbramovice) 8–16	[kg]	695	695	695	695	695	695
Water
Mixing	[kg]	190	190	190	165	165	165
In aggregate	[kg]	14	14	14	14	14	14
Total	[kg]	204	204	204	179	179	179
Sika ViscoCrete 4035	[kg]	0	0	0	0.75	0.88	1.00
w/c ratio (/cement)	[—]	0.63	0.54	0.48	0.55	0.47	0.41