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.002a.svgz" name="4061624.fig.002a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Rectangular lattice</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.002b.svgz" name="4061624.fig.002b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Zigzag</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.002c.svgz" name="4061624.fig.002c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Plum blossom</td></tr></table>

<div>The forms of double-row piles.</div>

Geofluids

fig2

Figure 2

Figure 2: Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation 