| Sample | Type of sediment | Particle size (%) | Atterberg Boundaries (%) | Shear (KPa et˚) | |||||||
| Sand | Silt | Clay | SC | D50 | LL | LP | PI | C' | Ø | ||
| 1 | Fine sands | 76.9 | 22 | 1.1 | 23.1 | 130 |
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| 2 | Fine sands | 99.3 | 0.7 | 0 | 0.7 | 230 |
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| 3 | Fine sands | 99.3 | 0.66 | 0.04 | 0.7 | 280 |
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| 4 | Sandy clay | 43.9 | 12 | 44.1 | 56.1 | 68 | 31.4 | 16.6 | 15 | 13.87 | 10.34 |
| 5 | Sandy clay | 43.6 | 7.1 | 49.3 | 56.4 | 60 | 31.5 | 12.7 | 19 | 17.96 | 8.28 |