Research Article
Reliability Assessment on Pile Foundation Bearing Capacity Based on the First Four Moments in High-Order Moment Method
Table 4
Calculating comparison between HOMM and MCS.
| | Calculation method | Pile no. | The first four moments of (X) | Elapsed time, t (second) | | μG (kN) | σG (kN) | α3G | α4G |
| | MCS | 6# | 5.30 × 103 | 1.87 × 103 | 5.69 × 10−3 | 3.00 | 27.33 | | 9# | 6.23 × 103 | 2.10 × 103 | 6.72 × 10−3 | 3.00 | 26.51 | | 87# | 2.04 × 103 | 7.57 × 102 | 4.26 × 10−2 | 3.02 | 20.67 | | 156# | 5.33 × 103 | 1.89 × 103 | 4.35 × 10−3 | 3.00 | 22.57 | | HOMM | 6# | 5.31 × 103 | 1.87 × 103 | 5.69 × 10−3 | 3.00 | 0.056 | | 9# | 6.23 × 103 | 2.10 × 103 | 7.72 × 10−3 | 3.00 | 0.075 | | 87# | 2.05 × 103 | 7.57 × 102 | 4.27 × 10−2 | 3.00 | 0.050 | | 156# | 5.33 × 103 | 1.89 × 103 | 4.35 × 10−3 | 3.00 | 0.069 |
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