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.0017a.svgz" name="612760.fig.0017a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Maximum settlement and lateral displacement</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.0017b.svgz" name="612760.fig.0017b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Maximum tension</td></tr></table>

<div>Influence of pile elastic modulus.</div>

Advances in Materials Science and Engineering

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Figure 17

Figure 17: Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment 