Research Article
Slope Stability Analysis of Earth-Rockfill Dams Using MGA and UST
Table 3
Material properties of the slope.
| | Number of soil layers | Cohesion
(kP) | Inner friction angle
| Weight-specific density
(kN/m3) | Modulus of elasticity
(mP) | Poisson’s ratio
| |
| | 1 | 0 | 38 | 19.5 | | 0.25 | 0.65 | | 2 | 5.3 | 23 | 19.5 | | 0.25 | 0.65 | | 3 | 7.2 | 20 | 19.5 | | 0.25 | 0.65 |
|
|
