Research Article
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. R2 | 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 |
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