Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits

<div>Curve of the relationship between the soil reaction and lateral displacement of the supporting pile at (1/3)<i>h</i><sub><i>d</i></sub> and the stress level <i>λ</i><sub><i>i</i></sub>.</div>

Advances in Civil Engineering

fig6

Figure 6

Figure 6: Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits 