Characteristics of Braced Excavation under Asymmetrical Loads

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="452534.fig.002a" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.002a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Six-node soil element</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="452534.fig.002b" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.002b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>15-node soil element</td></tr></table></td></tr></table>

<table>Connection between interface and soil elements.</table>

Mathematical Problems in Engineering

fig2

Figure 2

Figure 2: Characteristics of Braced Excavation under Asymmetrical Loads 