| Soil Layer | Depth (m) |
Soil Type | Cohesion (kPa) |
Friction Angle (degree) |
Module of Elasticity (MPa) |
|||
|---|---|---|---|---|---|---|---|---|
| Site Investigation | Geotechnical Expert | Site Investigation | Geotechnical Expert | Site Investigation | Geotechnical Expert | |||
| Soil 1 | 0-10 | Calyey gravel | 30 - 50 | 45 - 65 | 30 - 35 | 32 - 36 | 30 -60 | 75 -130 |
| Soil 2 | 10-30 | gravel | 75 -165 | 110 - 200 | 33 - 39 | 35 - 40 | 30 -60 | 75 -130 |
| Soil 3 | 30-100 | Silty sand | 105 - 190 | 155 - 225 | 29 - 34 | 34 - 39 | 30 -60 | 75 -130 |