Lateral pile deflections obtained from various methods for pile 1
| 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 |
| 65.4 | 0.30 | 0.50 | 0.20 | 0.09 |
| 130.8 | 0.69 | 1.20 | 0.29 | 0.20 |
| 196.1 | 1.18 | 1.90 | 0.34 | 0.32 |
| 261.5 | 1.86 | 2.60 | 0.41 | 0.44 |
| 326.9 | 3.98 | 3.40 | 0.43 | 0.57 |
| 392.3 | 6.02 | 4.10 | 0.56 | 0.72 |
| 457.6 | 8.44 | 4.90 | 0.67 | 0.88 |
| 523.0 | 11.38 | 5.60 | 0.84 | 1.06 |
| 588.4 | 15.01 | 6.50 | 1.02 | 1.26 |
| 653.8 | 19.44 | 7.35 | 1.14 | 1.48 |
| 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 |
| 65.4 | 0.30 | 0.50 | 0.20 | 0.09 |
| 130.8 | 0.69 | 1.20 | 0.29 | 0.20 |
| 196.1 | 1.18 | 1.90 | 0.34 | 0.32 |
| 261.5 | 1.86 | 2.60 | 0.41 | 0.44 |
| 326.9 | 3.98 | 3.40 | 0.43 | 0.57 |
| 392.3 | 6.02 | 4.10 | 0.56 | 0.72 |
| 457.6 | 8.44 | 4.90 | 0.67 | 0.88 |
| 523.0 | 11.38 | 5.60 | 0.84 | 1.06 |
| 588.4 | 15.01 | 6.50 | 1.02 | 1.26 |
| 653.8 | 19.44 | 7.35 | 1.14 | 1.48 |
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