Research Article
A Calculation Method of Bearing Capacity of Single Squeezed Branch Pile Based on Load Transfer Method
Table 4
Relative error analysis of the settlement above test piles (%).
| | Load (N) | S1 | S2 | S3 | S4 | S5 | S6 |
| | 800 | 0.29 | 14.95 | 11.29 | 18.01 | 17.89 | 11.76 | | 1000 | 4.22 | 6.12 | 16.14 | 17.26 | 14.67 | 4.54 | | 1200 | 5.09 | 0.21 | 8.83 | 10.79 | 10.36 | 4.32 | | 1400 | 6.42 | 3.13 | 4.37 | 10.84 | 10.48 | 2.55 | | 1600 | 1.91 | 4.29 | 0.67 | 8.98 | 10.24 | 0.20 | | 1800 | 0.02 | 0.26 | 1.66 | 6.18 | 9.28 | 0.26 | | 2000 | 4.49 | 0.53 | 1.94 | 4.25 | 5.86 | 2.25 | | 2200 | – | 0.88 | 2.72 | 2.35 | 2.65 | 1.70 | | 2400 | – | – | 0.58 | 1.23 | 0.03 | 0.76 | | 2600 | – | – | – | 0.81 | 1.26 | 0.54 | | 2800 | – | – | – | 2.65 | 1.32 | 2.00 | | 3000 | – | – | – | – | 0.67 | 0.92 | | 3200 | – | – | – | – | – | 2.41 | | 3400 | – | – | – | – | – | 2.16 | | 3600 | – | – | – | – | – | 1.76 |
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