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Tableau 1
Caractéristiques géomécaniques des terrains issues des missions G2-G3.
Geomechanical characteristics of the soil.
| Terrain | EM (MPa) |
Pl (MPa) |
α | γh kN/m3 |
c’ kPa |
ϕ’ ° |
|---|---|---|---|---|---|---|
| Remblais | 5 | 0,5 | 2/3 | 19 | 0 | 28 |
| Alluvions Modernes | 5 | 0,4 | 2/3 | 18 | 15 | 18 |
| Alluvions Anciennes | 18 | 2,0 | 1/3 | 19 | 0 | 35 |
| Marnes et Caillasses | 60 | 3,1 | 1/2 | 20 | 15 | 35 |
| Calcaire Grossier | 150 | 5,3 | 1/2 | 22 | 25 | 37 |
| Sables Supérieurs | 90 | 3,9 | 1/2 | 20 | 0 | 25 |
| Fausses Glaises | 17 | 1,5 | 2/3 | 20 | 20 | 16 |
| Sables d’Auteuil | 60 | 3,8 | 1/2 | 20 | 0 | 30 |
| Argiles Plastiques | 23 | 1,9 | 2/3 | 19 | 30 | 16 |
| Marnes de Meudon | 35 | 2,9 | 1/2 | 21 | 25 | 30 |
| Craie Campanienne | 170 | 7,0 | 1/2 | 21 | 25 | 30 |
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