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.0011a.svgz" name="6622214.fig.0011a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The excavation of the first grade slope</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.0011b.svgz" name="6622214.fig.0011b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The excavation of the second grade slope</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.0011c.svgz" name="6622214.fig.0011c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The completed construction</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.0011d.svgz" name="6622214.fig.0011d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>The slope stability when the construction is completed</td></tr></table>

<div>The displacement simulated from the actual construction process.</div>

Geofluids

fig11

Figure 11

Figure 11: Failure Analysis of a Highway Cut Slope with Anti-Slide Piles 