Reduction of Groundwater Buoyancy on the Basement in Weak-Permeable/Impervious Foundations

Table 3

Parameters of the fitting formulas.

Groundwater level h2 (cm)	Slope (N/cm)	Adj. R^2	Reduction coefficient λ
5	3.225	0.968	0.466
10	2.285	0.994	0.330
15	2.302	0.998	0.332
20	1.973	0.994	0.285
25	1.780	0.995	0.257