Dynamic Responses of a Twin-Tunnel Subjected to Moving Loads in a Saturated Half-Space

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/6949507/figures/6949507.fig.005a.svgz" name="6949507.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Maximum displacement at the observation points for different tunnel spacing</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2018/6949507/figures/6949507.fig.005b.svgz" name="6949507.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Maximum displacement at the observation points for different burying depth</td></tr></table>

<div>Comparison of dynamic responses between a single-tunnel model and a twin-tunnel model.</div>

Mathematical Problems in Engineering

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Figure 5

Figure 5: Dynamic Responses of a Twin-Tunnel Subjected to Moving Loads in a Saturated Half-Space 