Table 8.
Bearing capacity of the rock foundation along the various blocks of the Sella Zerbino dam.
| qes,323 |
qes,326 |
||
|---|---|---|---|
| [kPa] | [kPa] | ||
| Block 4 | From cross section S1 to section S2 | 148.51 | 152.44 |
| From cross section S2 to section S3 (joint) | 117.30 | 122.34 | |
| Block 3 | From cross section S3 (joint) to section S4 | 72.94 | 77.07 |
| From cross section S4 to section S5 (joint) | 42.80 | 43.80 | |
| Block 2 | From cross section S5 (joint) to section S6 | 54.21 | 55.57 |
| From cross section S6 to section (joint) S7 | 39.46 | 39.97 | |
| Block 1 | From cross section S7(joint) to section S8 | 56.64 | 57.53 |
| From cross section S8 to section S9 | 28.91 | 29.57 |