Table 2.
Engineering and geoenvironmental properties of clay soils.
| Characteristics | Quantity measured |
||
|---|---|---|---|
| Kaolin | Sepiolite | Bentonite | |
| Soil classification | CH | CH | CH |
| Liquid Limit % | 60.37 | 164.57 | 131.95 |
| Plastic Limit % | 25.93 | 92.5 | 42.86 |
| Plastic Index | 34.44 | 72.07 | 89.09 |
| Gs | 2.63 | 2.35 | 2.6 |
| SSA (m2 g−1) | 40 | 180 | 220 |
| γdmax KN m−3 | 17.3 | 16.3 | 17.5 |
| ωopt % | 22 | 37.3 | 39 |