Research Article
On the Computational Precision of Finite Element Algorithms in Slope Stability Problems
Table 2
Material properties for case study 2.
| | Young’s modulus E (kPa) | Poisson’s ratio υ | Unit weight γ (kN/m3) | Friction angle ϕ (°) | Dilation angle ψ (°) | Cohesion c (kPa) |
| | 100000 | 0.3 | 20 | 20 | 20 | 15 |
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