Equivalent Continuum Coupling-Based Slope Stability Analysis of Zhouning Pumped Storage Power Station

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/9926751/figures/9926751.fig.0011a.svgz" name="9926751.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Mattress effect before seepage</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/9926751/figures/9926751.fig.0011b.svgz" name="9926751.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Swelling effect after seepage</td></tr></table>

<div>Deformation mechanism of the slope during impoundment.</div>

Geofluids

fig11

Figure 11

Figure 11: Equivalent Continuum Coupling-Based Slope Stability Analysis of Zhouning Pumped Storage Power Station 