Research Article
Design Analysis and Observed Performance of a Tieback Anchored Pile Wall in Sand
Table 4
The design parameters of the soil bodies.
| Number | Soil | /kPa | m |
| | Filled soil | 20 | 10.0 | | Medium-coarse sand | 90 | 15.1 | | Gravelly sand | 190 | 23.0 | | Medium-coarse sand | 130 | 19.1 | | Rounded gravel | 140 | 24.9 |
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