Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2016/1468629/figures/1468629.fig.009a.svgz" name="1468629.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Model test [<a href="/journals/mpe/2016/1468629/#B10">10</a>]</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2016/1468629/figures/1468629.fig.009b.svgz" name="1468629.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Equivalent loading of air pressure</td></tr></table>

Mathematical Problems in Engineering

fig9

Figure 9

Figure 9: Impact Pseudostatic Load Equivalent Model and the Maximum Internal Force Solution for Underground Structure of Tunnel Lining 