Characteristics of Braced Excavation under Asymmetrical Loads

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="452534.fig.0014a" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>  Left wall (Stage 1)</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="452534.fig.0014b" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b> Right wall (Stage 1)</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="452534.fig.0014c" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b> Left wall (Stage 2)</td></tr></table></td></tr><tr class="fig-image" id="d"><td><img alt="452534.fig.0014d" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014d.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(d) </b> Right wall (Stage 2)</td></tr></table></td></tr><tr class="fig-image" id="e"><td><img alt="452534.fig.0014e" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014e.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(e) </b> Left wall (Stage 3)</td></tr></table></td></tr><tr class="fig-image" id="f"><td><img alt="452534.fig.0014f" src="https://static.hindawi.com/articles/mpe/volume-2013/452534/figures/452534.fig.0014f.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(f) </b>Right wall (Stage 3)</td></tr></table></td></tr></table>

<table>Bending moment of diaphragm wall under different methods and monitoring data.</table>

Mathematical Problems in Engineering

Characteristics of Braced Excavation under Asymmetrical Loads

Figure 14