Analytical Method for Capped Pile–Soil Interaction considering the Load Action of Soil under the Pile Cap

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/1007731/figures/1007731.fig.001a.svgz" name="1007731.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Prototype of load</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/1007731/figures/1007731.fig.001b.svgz" name="1007731.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Load distribution model</td></tr></table>

<div>Mechanical model of capped pile.</div>

Geofluids

fig1

Figure 1

Figure 1: Analytical Method for Capped Pile–Soil Interaction considering the Load Action of Soil under the Pile Cap 