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-preview.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.009a.svgz" name="6622214.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Profile of A-A’</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.009b.svgz" name="6622214.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Profile of B-B’</td></tr></table>

<div>Mechanical analysis of rock mass and soil behind antipiles.</div>

Geofluids

fig9

Figure 9

Figure 9: Failure Analysis of a Highway Cut Slope with Anti-Slide Piles 