Three-Dimensional Modeling of Spatial Reinforcement of Soil Nails in a Field Slope under Surcharge Loads

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="926097.fig.006a" src="https://static-preview.hindawi.com/articles/jam/volume-2013/926097/figures/926097.fig.006a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>At the end of stage 3 (<svg height="16.025" id="M84" style="vertical-align:-4.10045pt" version="1.1" viewbox="0 0 49.299999 16.025" width="49.299999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> kPa)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="926097.fig.006b" src="https://static-preview.hindawi.com/articles/jam/volume-2013/926097/figures/926097.fig.006b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>At the end of stage 4 (<svg height="16.025" id="M85" style="vertical-align:-4.10045pt" version="1.1" viewbox="0 0 49.299999 16.025" width="49.299999" xmlns="http://www.w3.org/2000/svg" xmlns:xlink="http://www.w3.org/1999/xlink">
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</svg> kPa)</td></tr></table></td></tr></table>

<table>Distribution of horizontal down-slope displacement at I2 at different surcharge stages.</table>

Journal of Applied Mathematics

fig6

Figure 6

Figure 6: Three-Dimensional Modeling of Spatial Reinforcement of Soil Nails in a Field Slope under Surcharge Loads 