Soil-Rock Slope Stability Analysis by Considering the Nonuniformity of Rocks

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/3121604/figures/3121604.fig.0014a.svgz" name="3121604.fig.0014a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Pebbles FOS=1.421</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/3121604/figures/3121604.fig.0014b.svgz" name="3121604.fig.0014b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Gravels FOS=1.516</td></tr></table>

<div>Plastic zone development cloud chart of slope with accumulation of larger rocks at the middle part of slope.</div>

Mathematical Problems in Engineering

fig14

Figure 14

Figure 14: Soil-Rock Slope Stability Analysis by Considering the Nonuniformity of Rocks 