Research Article
FEM Analysis and Simplified Approach for a Single Energy Pile Subjected to Thermomechanical Loads
Table 2
Parameters of finite element model.
| Parameter | Value | Parameter | Value |
| Elastic modulus of pile GPa | 30 | Pile unit weight kN/m3 | 25 | Soil elastic modulus MPa | 20 | Soil unit weight kN/m3 | 20 | Coefficient of linear thermal expansion for pile °C−1 | 1x10−5 | Friction angle of soil ° | 30 | Coefficient of linear thermal expansion for soil °C−1 | 2x10−6 | Soil Poisson’s ratio | 0.35 | Pile conductivity W/m/K | 1.74 | Soil cohesion kPa | 5 | Specific heat capacity of soil J/kg/K | 1305 | Pile Poisson's ratio | 0.15 | Specific heat capacity of pile J/kg/K | 1706 | Soil conductivity W/m/K | 1.16 |
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