Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.005a.svgz" name="3567816.fig.005a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Surface settlement at 2 m from the foundation pit proscenium</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.005b.svgz" name="3567816.fig.005b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Surface settlement at 5 m from the foundation pit proscenium</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.005c.svgz" name="3567816.fig.005c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Surface settlement at 8 m from the foundation pit proscenium</td></tr></table>

<div>Comparison of surface settlement simulation results and monitoring results.</div>

Geofluids

fig5

Figure 5

Figure 5: Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw 