Stability of Slopes Reinforced with Truncated Piles

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2016/1570983/figures/1570983.fig.001a.svgz" name="1570983.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Conventional stabilizing piles (full length)</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/amse/volume-2016/1570983/figures/1570983.fig.001b.svgz" name="1570983.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Truncated piles</td></tr></table>

<div>Comparison of conventional stabilizing piles and truncated piles.</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Stability of Slopes Reinforced with Truncated Piles 