Stability Analysis of Three-Dimensional Slopes Considering the Earthquake Force Direction

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2018/2381370/figures/2381370.fig.004a.svgz" name="2381370.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Comparison of the critical slip surface for Bishop’s method</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2018/2381370/figures/2381370.fig.004b.svgz" name="2381370.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Comparison of the critical slip surface for Janbu’s simplified method</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2018/2381370/figures/2381370.fig.004c.svgz" name="2381370.fig.004c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Comparison of the critical slip surface for Spencer’s method</td></tr></table>

<div>The calculated critical slip surface compared with those provided by Zhang [<a href="/journals/mpe/2018/2381370/#B21">16</a>].</div>

Mathematical Problems in Engineering

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Figure 4

Figure 4: Stability Analysis of Three-Dimensional Slopes Considering the Earthquake Force Direction 