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Tableau 3
Cas 2 – géométrie et caractéristiques géomécaniques.
Case 2 – geometry and geomechanics characteristics.
| Rayon équivalent R[m] | 15 |
|---|---|
| Profondeur Z[m] | 1000 |
| Contrainte initiale P0 [MPa] | 30 |
| Poids volumique γ [MN/m3] | 0,030 |
| GSI | 60 |
| GSIr | 27 |
| Critère de résistance H&B | |
| Résistance σci [MPa] | 120 |
| Paramètre mi | 25 |
| Paramètre mb | 6,00 |
| Paramètre s | 1,2.10−2 |
| Paramètre a | 0,5 |
| Paramètre mr | 1,84 |
| Paramètre sr | 3.10−4 |
| Paramètre ar | 0,5 |
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