Research Article
[Retracted] Model Test and Numerical Simulation of Water Conservancy Foundation Bearing Capacity
Table 6
Statistical table of dynamic penetration test results.
| | Number | Hole diameter (mm) | Cloth bag | Total filler volume (m3) | Vibration retention time (min) | Average dynamic detection hits (n) | Estimation of characteristic value of bearing capacity of single pier (kN) |
| | 1-1 | 800 | Nothing | 13.0 | Tamp | 2.9 | 148.98 | | 1-2 | 800 | Nothing | 14.1 | Tamp | 3.1 | 159.4 | | 1-3 | 800 | Nothing | 13.1 | 31.4 | 5.3 | 247.3 | | 2-1 | 800 | Have | 12.7 | Tamp | 5.1 | 221.1 | | 2-2 | 800 | Have | 11.1 | Tamp | 5.0 | 210.2 | | 2-3 | 800 | Have | 12.3 | 35 | 6.3 | 358.6 | | 3-1 | 1200 | Have | 16.1 | Tamp | 3.2 | 367.8 | | 3-2 | 1200 | Have | 14.7 | Tamp | 3.8 | 401.3 | | 3-3 | 1200 | Have | 14.8 | 37.4 | 5.3 | 584.7 |
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