Thermo-Hydro-Mechanical Combined Effect Analysis Model for Early-Age Concrete Bridges and Its Application

Table 3

Parameters of humidity field.

Hsu	αc	κ	ω	hc (%)	n	f(hen − hsurf)/m^2·h^−1
0.65	0.4909	2.27	0.006	96.9	1.43	0.2×10–3