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.006a.svgz" name="3567816.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>First anchor cable</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.006b.svgz" name="3567816.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Second anchor cable</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.006c.svgz" name="3567816.fig.006c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Third anchor cable</td></tr><tr class="fig-image" id="d"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.006d.svgz" name="3567816.fig.006d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Fourth anchor cable</td></tr><tr class="fig-image" id="e"><td><object data="https://static.hindawi.com/articles/geofluids/volume-2022/3567816/figures/3567816.fig.006e.svgz" name="3567816.fig.006e" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(e) </b>Fourth anchor cable</td></tr></table>

<div>Comparison between simulation and monitoring results about the axial force of the anchor cables.</div>

Geofluids

fig6

Figure 6

Figure 6: Performance of Prestressed Anchor Cables Supporting Deep Foundation Pit of a Subway Station during Spring Thaw 