Research Article
Prediction Method of Vertical Ultimate Compressive Bearing Capacity of Single Pile in Soft Soil considering the Influence of Gravity
Table 4
Load transfer data from top to bottom along the pile.
| | Name of soil layer | Undamaged test piles | Damaged test pile | | TS1 | TS2 | TS4 | TS3 |
| | Pile top load (kN) | 1856.337 | 2179.249 | 3102.119 | 2362.212 | | Axial force () | 1853.493 (0.998) | 2160.054 (0.991) | 3100.038 (0.999) | 2367.140 (1.002) | | Axial force () | 1839.057 (0.992) | 2100.448 (0.972) | 3060.083 (0.987) | 2291.510 (0.968) | | Axial force () | 1792.943 (0.974) | 2039.467 (0.971) | 3007.357 (0.983) | 2174.308 (0.949) | | Axial force () | 1540.321 (0.859) | 1720.680 (0.844) | 2756.288 (0.917) | 1873.606 (0.862) | | Axial force () | 1186.001 (0.770) | 1290.531 (0.750) | 2254.137 (0.818) | 1287.498 (0.687) | | Axial force () | 430.576 (0.363) | 453.854 (0.352) | 1316.916 (0.584) | 479.491 (0.372) | | Axial force () | | | 509.741 (0.387) | | | Ultimate pile end resistance (kN) | 430.576 | 453.854 | 509.741 | 479.491 |
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