Research Article
Evaluation of Undrained Bearing Capacities of Wide-Shallow Bucket Foundation with Honeycomb Bulkheads in Clay
Table 4
Fitting parameters α and β for approximating expression.
| κ | α | β | d/D d/D | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 |
| 0 | 1.92 | 2.25 | 2.36 | 2.32 | 2.54 | –0.20 | –0.40 | –0.51 | –0.63 | –0.75 | 3 | 1.85 | 1.95 | 2.30 | 2.22 | 2.12 | –0.13 | –0.34 | –0.42 | –0.55 | –0.64 | 6 | 1.81 | 2.06 | 2.16 | 2.12 | 2.23 | –0.03 | –0.25 | –0.38 | –0.52 | –0.61 | 12 | 2.01 | 2.10 | 2.12 | 1.98 | 2.11 | 0.01 | –0.19 | –0.36 | –0.49 | –0.60 | 30 | 2.21 | 2.15 | 2.10 | 2.05 | 2.08 | 0.02 | –0.15 | –0.30 | –0.45 | –0.58 |
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