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. 2021 Feb 13;14(4):885. doi: 10.3390/ma14040885

Table 1.

List of parameters and their values for verification study.

Parameters Value
Cement type ASTM Type I
Coarse aggregate type Dense crushed limestone
Water-to-cement (w/c) ratio 0.4
Air content, ac [%] 7.9
Tri-calcium silicate (C3S) [%] 59.8
Di-calcium silicate (C2S) [%] 20.7
Tri-calcium aluminate (C3A) [%] 8.1
Tetra-calcium aluminoferrite (C4AF) [%] 11.5
Aggregate-to-cement (a/c) ratio 1.9
Curing duration, tcu [days] 14
RH during curing, RHcu [%] 100
Temperature during curing, Tcu [K] 296
Sample age at the start of experiment [days] 104
Exposure duration, texp [days] 90
RH during exposure, RHexp [%] 100
Temperature during exposure, Texp [K] 296
Cl diffusion coefficient in capillary water at 298 K, Dcw [m2/s] 2.03 × 10−9