| Creep Properties | Unit Weight kN/m3 | Poisson’s Ratio, n | Modulus, E (Pa) | Material |
|
| 25 | 0.2 | 10 × 109 | Concrete Lining |
| A = 2.0 × 10−17 m = −0.5 n = 3 | 17 | 0.3 | 5 × 106 | Soil 1 |
| 18 | 0.3 | 20 × 106 | Soil 2 | |
| 20 | 0.3 | 50 × 106 | Soil 3 |