Modeling of Loess Soaking Induced Impacts on a Metro Tunnel Using a Water Soaking System in Centrifuge

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2019/5487952/figures/5487952.fig.008a.svgz" name="5487952.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Soaking depth: 5 cm</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2019/5487952/figures/5487952.fig.008b.svgz" name="5487952.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Soaking depth: 10 cm</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2019/5487952/figures/5487952.fig.008c.svgz" name="5487952.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Soaking depth: 15 cm</td></tr></table>

<div>Soil pressure of half-range soaking with operating time.</div>

Geofluids

fig8

Figure 8

Figure 8: Modeling of Loess Soaking Induced Impacts on a Metro Tunnel Using a Water Soaking System in Centrifuge 