Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.001a.svgz" name="612760.fig.001a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>CT structure</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.001b.svgz" name="612760.fig.001b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>FGT structure</td></tr></table>

<div>Illustration of CT and FGT structures [<a href="/journals/amse/2015/612760/#B18">3</a>].</div>

Advances in Materials Science and Engineering

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Figure 1

Figure 1: Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment 