Influence of Inertia and Low Active Mineral Admixture on Strength and Microstructure of Cement-Based Materials

Table 4

Nonevaporating water content and hydration degree/mass, %.

Sample	⁢Nonevaporating water
	7 d	90 d
C	13.88	16.62
L2	11.5	12.02
R2	12.34	13.35
G2	12.91	14.89
L4	8.51	10.26
R4	9.33	11.53
G4	11.01	12.31
L6	2.89	3.42
R6	3.35	4.83
G6	4.16	5.19