Research Article
Model Test and Numerical Simulation of the Mudcake Thickness Effect on the Bearing Capacity of Vertically Loaded Single Piles
Table 4
Pile side resistance and its percentage accounting for loading capacity with different mudcake thickness.
| | Loading (kN) | Thickness (mm) | | 0 | 10 | 20 | 30 | 50 |
| | 20000 | Side resistance (kN) | 18785 | 18587 | 18411 | 18407 | 18424 | | Percentage (%) | 93.93 | 92.93 | 92.05 | 92.03 | 92.12 | | 32000 | Side resistance (kN) | 30168 | 29957 | 29575 | 29525 | 29519 | | Percentage (%) | 94.27 | 93.62 | 92.42 | 92.26 | 92.25 | | 50000 | Side resistance (kN) | 46309 | 45128 | 44056 | 43977 | 44171 | | Percentage (%) | 94.62 | 90.26 | 88.11 | 87.95 | 88.34 | | 62000 | Side resistance(kN) | 58754 | 54730 | 53311 | 53267 | 53592 | | Percentage (%) | 94.76 | 88.27 | 85.99 | 85.91 | 86.44 |
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