Lateral deflections using different methods for pile 2
| Load: kN | Lateral deflection of the pile: mm | |||||
|---|---|---|---|---|---|---|
| Broms method | Reese method (using Lpile software) | API method (using Lpile software) | 3D finite-element analysis (using MC for sand) | 3D finite-element analysis (using HSS for sand) | Field test | |
| 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 106.00 | 11.11 | 1.11 | 1.12 | 3.00 | 1.80 | 0.52 |
| 206.00 | 21.60 | 6.19 | 5.67 | 6.60 | 4.76 | 1.28 |
| 305.00 | 31.97 | 12.33 | 10.37 | 11.00 | 8.50 | 3.24 |
| 405.00 | 42.46 | 26.50 | 19.81 | 15.89 | 13.30 | 5.62 |
| Load: kN | Lateral deflection of the pile: mm | |||||
|---|---|---|---|---|---|---|
| Broms method | Reese method (using Lpile software) | API method (using Lpile software) | 3D finite-element analysis (using MC for sand) | 3D finite-element analysis (using HSS for sand) | Field test | |
| 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 | 0.00 |
| 106.00 | 11.11 | 1.11 | 1.12 | 3.00 | 1.80 | 0.52 |
| 206.00 | 21.60 | 6.19 | 5.67 | 6.60 | 4.76 | 1.28 |
| 305.00 | 31.97 | 12.33 | 10.37 | 11.00 | 8.50 | 3.24 |
| 405.00 | 42.46 | 26.50 | 19.81 | 15.89 | 13.30 | 5.62 |
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