Research Article
A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
Table 7
Analysis of the field test and theoretical results.
| Load (kN) | 20.00 | 30.00 | 40.00 | 50.00 | 60.00 | 70.00 | 80.00 | 90.00 |
| Absolute error (mm) | 0.307 | 0.525 | 0.387 | 0.179 | 0.265 | 0.706 | 0.218 | 0.112 | Ultimate bearing capacity (kN) | – | – | – | – | – | – | 81.17 | – | Relative error (%) | – | – | – | – | – | – | 1.46 | – |
|
|