Research Article
Seepage Flow Model and Deformation Properties of Coastal Deep Foundation Pit under Tidal Influence
Table 2
Calculated parameters of anchor.
| | Cable number | Horizontal spacing/m | Angle/° | Total length of the cables/m | Length of free segment/m | Length of anchorage/m | Prestressing locked value/KN |
| | MG1 | 2.400 | 30 | 19.000 | 9.000 | 10.000 | 230 | | MG2 | 2.400 | 25 | 20.000 | 10.000 | 10.000 | 290 | | MG3 | 2.400 | 25 | 15.000 | 6.000 | 9.000 | 260 |
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