Lateral deflections using different methods for pile 1
| 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 | 13.33 | 3.00 | 3.00 | 4.90 | 2.65 | 0.61 |
| 206.00 | 25.91 | 11.72 | 10.33 | 10.70 | 6.76 | 1.60 |
| 305.00 | 38.37 | 22.22 | 17.54 | 16.90 | 11.42 | 3.69 |
| 405.00 | 50.95 | 45.81 | 31.28 | 23.60 | 16.95 | 6.64 |
| 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 | 13.33 | 3.00 | 3.00 | 4.90 | 2.65 | 0.61 |
| 206.00 | 25.91 | 11.72 | 10.33 | 10.70 | 6.76 | 1.60 |
| 305.00 | 38.37 | 22.22 | 17.54 | 16.90 | 11.42 | 3.69 |
| 405.00 | 50.95 | 45.81 | 31.28 | 23.60 | 16.95 | 6.64 |
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