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. 2019 Aug 28;5(8):e02256. doi: 10.1016/j.heliyon.2019.e02256

Table 7.

Secondary rate of water absorption for admixed concrete (x 10−6 m/s0.5).

mix days of curing
3 7 28 60 90 365
R0 1.21 1.15 0.91 0.76 0.62 0.59
M1 0.99 0.94 0.88 0.75 0.56 0.44
M2 0.60 0.55 0.53 0.51 0.47 0.43
R2 0.57 0.52 0.50 0.49 0.43 0.39
M3 0.51 0.50 0.47 0.43 0.43 0.37
R1M2 0.50 0.49 0.45 0.41 0.40 0.34
R1M3 1.21 1.15 0.91 0.76 0.62 0.59
M4 0.99 0.94 0.88 0.75 0.56 0.44
R2M2 0.60 0.55 0.53 0.51 0.47 0.43
R2M3 0.57 0.52 0.50 0.49 0.43 0.39