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.008a.svgz" name="6622214.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The pore pressure after 1-day rainfall</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.008b.svgz" name="6622214.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The pore pressure after 3-day rainfall</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.008c.svgz" name="6622214.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The pore pressure after 5-day rainfall</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2021/6622214/figures/6622214.fig.008d.svgz" name="6622214.fig.008d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>The maximum shear stress increment</td></tr></table>

<div>Coupled analysis results of the cut slope with the actual construction steps.</div>

Geofluids

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

Figure 8