Research Article
[Retracted] Model Test and Numerical Simulation of Water Conservancy Foundation Bearing Capacity
Table 8
Vertical compressive static load test results of single pier.
| | Test pier no. | Pier length (m) | Pier diameter (mm) | Area of pressure bearing plate (m2) | Ultimate bearing capacity (kN) | Maximum settlement (mm) | Characteristic value of bearing capacity (kN) | Corresponding settlement (mm) |
| | 1-3 | 13 | 1000 | 0.63 | 1350 | 32.00 | 674 | 19.76 | | 2-3 | 13 | 1000 | 0.63 | 2250 | 30.00 | 1124 | 16.94 | | 3-3 | 13 | 1200 | 0.94 | 2955 | 40.00 | 1476 | 18.85 |
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