Pile-Reinforcement Behavior of Cohesive Soil Slopes: Numerical Modeling and Centrifuge Testing

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="134124.fig.003a" src="https://static.hindawi.com/articles/jam/volume-2013/134124/figures/134124.fig.003a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Elevation view</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="134124.fig.003b" src="https://static.hindawi.com/articles/jam/volume-2013/134124/figures/134124.fig.003b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Vertical view</td></tr></table></td></tr></table>

<table>Mesh and boundary of the slope for numerical analysis.</table>

Journal of Applied Mathematics

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Figure 3

Figure 3: Pile-Reinforcement Behavior of Cohesive Soil Slopes: Numerical Modeling and Centrifuge Testing 