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.004a.svgz" name="612760.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>15-node triangular elements</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.004b.svgz" name="612760.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>5-node beam (geogrid) elements</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/612760/figures/612760.fig.004c.svgz" name="612760.fig.004c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Five pairs of interface elements</td></tr></table>

<div>Basic elements used in the numerical model.</div>

Advances in Materials Science and Engineering

fig4

Figure 4

Figure 4: Evaluation of an Improved Technique for Geosynthetic-Reinforced and Pile-Supported Embankment 