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.hindawi.com/articles/geofluids/volume-2021/9926751/figures/9926751.fig.0014a.svgz" name="9926751.fig.0014a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Total deformation (unit: m)</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/9926751/figures/9926751.fig.0014b.svgz" name="9926751.fig.0014b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Transverse deformation (unit: m)</td></tr></table>

<div>Distribution characteristics of slope deformation at the end of operation period (unit: m).</div>

Geofluids

fig14

Figure 14

Figure 14: Equivalent Continuum Coupling-Based Slope Stability Analysis of Zhouning Pumped Storage Power Station 