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.004a" src="https://static-preview.hindawi.com/articles/jam/volume-2013/926097/figures/926097.fig.004a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Permeability coefficient versus degree of saturation</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="926097.fig.004b" src="https://static-preview.hindawi.com/articles/jam/volume-2013/926097/figures/926097.fig.004b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Water retention curve (solid lines denote field measurements)</td></tr></table></td></tr></table>

<table>Hydraulic properties of the CDG fill soil.</table>

Journal of Applied Mathematics

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Figure 4

Figure 4: Three-Dimensional Modeling of Spatial Reinforcement of Soil Nails in a Field Slope under Surcharge Loads 