In Situ Monitoring and Numerical Experiments on Vertical Deformation Profiles of Large-Scale Underground Caverns in Giant Hydropower Stations

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007a.svgz" name="6673825.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Calculated step-displacement curves for typical measuring points (class II isotropic surrounding rock)</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007b.svgz" name="6673825.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Calculated step-displacement curves for typical measuring points (isotropic surrounding rock excavation and timely support)</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007c.svgz" name="6673825.fig.007c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Calculated step-displacement curves for typical measuring points (surrounding rock excavation with gentle dip fissure surfaces and timely support)</td></tr><tr class="fig-image" id="d"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007d.svgz" name="6673825.fig.007d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Calculated step-displacement curves for typical measuring points (surrounding rock excavation with steep dip fissure surfaces and timely support)</td></tr><tr class="fig-image" id="e"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007e.svgz" name="6673825.fig.007e" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(e) </b>Calculated step-displacement curves for typical measuring points (surrounding rock excavation with weak interlayer and timely support)</td></tr><tr class="fig-image" id="f"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/6673825/figures/6673825.fig.007f.svgz" name="6673825.fig.007f" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(f) </b>Calculated step-displacement curves for typical measuring points (surrounding rock of the cross cavern)</td></tr></table>

<div>Numerical simulation results of representative monitoring points.</div>

Geofluids

fig7

Figure 7

Figure 7: In Situ Monitoring and Numerical Experiments on Vertical Deformation Profiles of Large-Scale Underground Caverns in Giant Hydropower Stations 

Figure 7 | In Situ Monitoring and Numerical Experiments on Vertical Deformation Profiles of Large-Scale Underground Caverns in Giant Hydropower Stations 