Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.007a.svgz" name="4061624.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Elevation view of foundation pit excavation</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.007b.svgz" name="4061624.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Plan of excavation of the foundation pit</td></tr></table>

<div>Excavation model of the foundation pit.</div>

Geofluids

fig7

Figure 7

Figure 7: Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation 