Table 5.

Modeling parameters used in the case study.

Parameters	Values
Cement type	Type I
Aggregate type	Dense crushed limestone
Tri-calcium silicate (C3S) [%]	60.44
Di-calcium silicate (C2S) [%]	20.88
Tri-calcium aluminate (C3A) [%]	10.99
Tetra-calcium aluminoferrite (C4AF) [%]	7.69
Water-cement (w/c) ratio	0.50
Air content, ac [%]	6
Aggregate-to-cement (a/c) ratio	4.5
Curing duration, tcu [days]	14
RH during curing, RHcu [%]	See Figure 10
Temperature during curing, Tcu [K]	See Figure 10
Age of concrete at the start of the exposure [days]	14
Exposure duration, texp [years]	15
RH during exposure, RHexp [%]	See Figure 10
Temperature during exposure, Texp [K]	See Figure 10
Temporal function of surface Cl− concentration, Cs (t) [M]	See Equation (32)
Temporal function of surface O2 concentration, O2 (t) [M]	3 × 10−4
Cl− diffusion coefficient in capillary water at 298 K, Dcw [m2/s]	2.03 × 10−9
Critical RH, RHc [%]	75
Activation energy for hydration reactions, ΔUhyd [kJ/mol]	22.44
Activation energy for Cl− diffusion in capillary water, Δ${\mathrm{U}}_{{\mathrm{Cl}}_{Diff}}$ [kJ/mol]	17.0
Activation energy for RH diffusion, Δ${\mathrm{U}}_{{\mathrm{RH}}_{Diff}}$ [kJ/mol]	38.9