EnergyPileX
i📚 Soil Library
© 2025 EnergyPileX. All rights reserved.
Developed by Tuan A. Pham, Recep Akan & Farshid Vahedifard
The calculation method is based on:
Pham, T. A., & Vahedifard, F. (2025).
A practical design method for energy piles incorporating thermal–mechanical soil–structure interaction.
Canadian Geotechnical Journal, 62, 1–50.
Pham, T. A., & Vahedifard, F. (2025).
A practical design method for energy piles incorporating thermal–mechanical soil–structure interaction.
Canadian Geotechnical Journal, 62, 1–50.
Base layer
°
kPa
kPa
-
Factors for end-bearing resistance calculation
-
-
-
-
-
Thermal
-
-
-
-
1/°C
1/°C
1/°C
°C
°C
Borehole
Soil Name
Top level (m)
Bottom level (m)
Action
Pile
m
m
m
m
kPa
-
Without elastic settlement
Total settlement
| Load (kN) |
Settlement (without elastic) (mm) |
Skin friction resistance (without elastic) (kN) |
End-bearing resistance (without elastic) (kN) |
Elastic settlement (mm) |
Total settlement (mm) |
Total skin friction resistance (kN) |
Total end-bearing resistance (kN) |
Total skin friction resistance (kN) (Layer 1) |
Total skin friction resistance (kN) (Layer 2) |
Total skin friction resistance (kN) (Layer 3) |
Total skin friction resistance (kN) (Layer 4) |
Total skin friction resistance (kN) (Layer 5) |
Total skin friction resistance (kN) (Layer 6) |
Total skin friction resistance (kN) (Layer 7) |
Total skin friction resistance (kN) (Layer 8) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| No | Color | Line | Marker | Width |
|---|---|---|---|---|
| 1 | ||||
| 2 | ||||
| 3 | ||||
| 4 | ||||
| 5 | ||||
| 6 | ||||
| 7 | ||||
| 8 | ||||
| 9 | ||||
| 10 | ||||
| 11 | ||||
| 12 | ||||
| 13 |
| Load (kN) | Elastic settlement (mm) | Total settlement (mm) | Total skin friction resistance (kN) | Total end-bearing resistance (kN) |
|---|---|---|---|---|
| Curve | Color | Line | Marker | Width |
|---|---|---|---|---|
| Calculated | ||||
| Measured |