Table 10.

Characteristics of the change in the relative measure of the dispersion of the average compressive strength of concrete CC-1 and CC-2—scheme B.

Concrete	Number of Cycles
	0	50	100	150	200	250	300	350
CC-1	1.58	2.19	1.88	2.24	2.05	2.18	2.32	2.29
CC-2	1.12	1.77	1.54	1.55	1.57	1.46	1.49	1.32