Table 3.
Technical characteristics of the soil of the dam. E is the elastic modulus, V is the Poisson ratio, γ is the specific weight, C is the cohesion and φ the angle of friction.
| Soil (Layer) | Material Type | Material Properties | ||||
|---|---|---|---|---|---|---|
| E × 103 (kN/m2) | V | γ (kN/m3) | C (kN/m2) | φ0 | ||
| 1 | Clay (nucleus) | 69 | 0.30 | 18.0 | 50 | 27 |
| 2 | Borrow | 110 | 0.30 | 19.0 | - | 37 |
| 3 | Dren Filter | 64 | 0.28 | 20 | - | 35 |
| 4 | Transition | 100 | 0.30 | 22.0 | - | 54 |
| 5 | Riprap | 150 | 0.25 | 21.0 | - | 50 |
| 6 | Conglomerate | 1350 | 0.25 | 20 | 15 | 35 |
| 7 | Riprap | 124 | 0.24 | 22.6 | - | 40 |
| 8 | Riprap (drainage) | 150 | 0.25 | 21.0 | - | 50 |
| 9 | Coronation (gravel) | 200 | 0.30 | 20 | - | |
| 10 | Foundation (bedrock) | 8400 | 0.20 | 26 | - | |