Lateral pile deflections obtained from various methods for pile 2
| Load: kN | Lateral deflection of the pile: mm | |||
|---|---|---|---|---|
| Non-linear p–y analysis (using the LPile software) | 3D finite-element analysis (using the Plaxis 3D software) | Field test | Calibrated values of deflection using the Plaxis 3D software | |
| 0.0 | 0.00 | 0.00 | 0.00 | 0.00 |
| 106.4 | 0.57 | 1.00 | 0.23 | 0.20 |
| 206.2 | 1.36 | 2.20 | 0.35 | 0.41 |
| 305.9 | 4.05 | 3.40 | 0.50 | 0.64 |
| 405.7 | 7.80 | 4.59 | 0.95 | 0.90 |
| Load: kN | Lateral deflection of the pile: mm | |||
|---|---|---|---|---|
| Non-linear | 3D finite-element analysis (using the Plaxis 3D software) | Field test | Calibrated values of deflection using the Plaxis 3D software | |
| 0.0 | 0.00 | 0.00 | 0.00 | 0.00 |
| 106.4 | 0.57 | 1.00 | 0.23 | 0.20 |
| 206.2 | 1.36 | 2.20 | 0.35 | 0.41 |
| 305.9 | 4.05 | 3.40 | 0.50 | 0.64 |
| 405.7 | 7.80 | 4.59 | 0.95 | 0.90 |
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