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.005a.svgz" name="612760.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Settlement at centerline of ground surface</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.005b.svgz" name="612760.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Lateral displacement at 1.0 m away from embankment toe</td></tr></table>

<div>Comparisons of numerical results with field measurements.</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment 