Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/2700084/figures/2700084.fig.007a.svgz" name="2700084.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The variation curve of peak earth pressure behind pile with buried depth</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/2700084/figures/2700084.fig.007b.svgz" name="2700084.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Layout of earth pressure box behind prestressed anchor cable antislide pile</td></tr></table>

<div>The variation curve of peak earth pressure behind pile with buried depth.</div>

Geofluids

fig7

Figure 7

Figure 7: Study on the Coevolution Mechanism of Slope and Prevention Structures under Rainfall 