Research Article
Stability Analysis of Anchored Soil Slope Based on Finite Element Limit Equilibrium Method
Table 4
Material parameters of soil.
| Elastic modulus/MPa | Unit weight/kN·m−3 | Poisson ratio | Cohesion/kPa | Friction angle/° | Permeability coefficient/m·sec−1 |
| 10 | 18 | 0.3 | 18.5 | 25 | |
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