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.0012a.svgz" name="4061624.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Earth pressure in the passive zone</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/4061624/figures/4061624.fig.0012b.svgz" name="4061624.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Earth pressure in the active zone</td></tr></table>

<div>Comparison of theoretical earth pressure value and field measured value.</div>

Geofluids

fig12

Figure 12

Figure 12: Active and Passive Earth Pressure Calculation Method for Double-Row Piles considering the Nonlinear Pile Deformation 