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.0010a.svgz" name="4061624.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Layout plan of the inclinometer pipe</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.0010b.svgz" name="4061624.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Elevation view of the arrangement of the inclinometer pipe and the earth pressure box</td></tr></table>

Geofluids

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Figure 10

Figure 10: Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation 