Roadway Deformation and Control under Multidisturbed Secondary High Stress

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3166065/figures/3166065.fig.009a.svgz" name="3166065.fig.009a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Support section A</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3166065/figures/3166065.fig.009b.svgz" name="3166065.fig.009b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Support section B</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2022/3166065/figures/3166065.fig.009c.svgz" name="3166065.fig.009c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Support expansion diagram</td></tr></table>

<div>Schematic diagram of optimized support of 3318 belt transport roadway (unit: mm).</div>

Geofluids

fig9

Figure 9

Figure 9: Roadway Deformation and Control under Multidisturbed Secondary High Stress 