Effect of Dry-Wet Circulation on Moisture Absorption of Autoclaved Aerated Concrete

Table 4

Hygroscopic kinetic parameters affected by temperature and relative humidity.

Dry-wet circulation times	Regression equation	R^2
0	y = −0.098T + 0.004RH − 0.236	0.941
30	y = −0.125T + 0.009RH − 0.321	0.952
60	y = −0.154T + 0.011RH − 0.359	0.953
150	y = −0.172T + 0.029RH − 0.412	0.957
270	y = −0.195T + 0.036RH − 0.554	0.961