Research Article
Field Monitoring and Numerical Analysis of the Reinforced Concrete Foundation of a Large-Scale Wind Turbine
Table 4
Material properties used in numerical simulations.
| Material | Mass density ρ (kg/m3) | Elastic modulus E (MPa) | Poisson’s ratio μ | Internal friction angle ψ (°) | Cohesion c (kPa) | Bearing capacity (kPa) |
| Subsoil | 2000 | 20 | 0.4 | 18 | 20 | 200 | Steel ring | 7850 | 206000 | 0.3 | — | — | — | Steel reinforcement cage | 7850 | 200000 | 0.3 | — | — | — | Concrete | 2500 | 31500 | 0.2 | — | — | — |
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