Research Article
Design Analysis and Observed Performance of a Tieback Anchored Pile Wall in Sand
Table 11
The calculated results for three types of columns.
| | Column type | Vertical deformation (mm) | Horizontal deformation (mm) | Shear force (kN) | Axial force (kN) |
| | Column A | −9.57 | 2.19 | 63.8 | 13173.6 | | Column B | −13.27 | 2.13 | 353.5 | 14031.7 | | Column C | −12.51 | 2.65 | 162.1 | 13599.6 |
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