Research Article
Reduction of Groundwater Buoyancy on the Basement in Weak-Permeable/Impervious Foundations
Table 2
Engineering properties of the soil samples.
| | Natural water content (%) | Bulk density (g/cm3) | Specific gravity, Gs | Permeability (m/s) | Colloid index (ml/15 g) | Montmorillonite content (%) | Swelling capacity (ml/g) |
| | 18.4 | 1.82 | 2.73 | 1.17 × 10−9 | 32 | 43 | 5.1 |
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