Finite-Element Analysis on the Tensile Membrane Effect in Geogrid Reinforced Piled Embankment under Dynamic Loading

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/1620624/figures/1620624.fig.005a.svgz" name="1620624.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Maximum sag of the geogrid</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/1620624/figures/1620624.fig.005b.svgz" name="1620624.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Maximum vertical stress at the surface of the subsoil</td></tr></table>

<div>Effect of geogrid stiffness on the maximum geogrid sag and stress distributed at the surface of soft soil over point D.</div>

Geofluids

fig5

Figure 5

Figure 5: Finite-Element Analysis on the Tensile Membrane Effect in Geogrid Reinforced Piled Embankment under Dynamic Loading 