Failure Analysis of a Highway Cut Slope with Anti-Slide Piles

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.0013a.svgz" name="6622214.fig.0013a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Shearing force</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.0013b.svgz" name="6622214.fig.0013b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Bending moment</td></tr></table>

<div>The internal force simulated from two different construction processes.</div>

Geofluids

fig13

Figure 13

Figure 13: Failure Analysis of a Highway Cut Slope with Anti-Slide Piles 