Research Article
Lower-Bound Solution of Foundation-Bearing Capacity under Circular Uniformly Distributed Load
Table 1
Comparisons of lower-bound solutions with [
15] (
σz/
c).
| | N | Stress column number (2n + 1) | Ref. [15] | This research |
| | 2 | 5 | 4.57 | 4.57 | | 4 | 9 | 4.67 | 4.67 | | Infinity | Infinity | 4.80 | 4.80 |
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