Study on the Impact of Hydraulic Fracturing on Surrounding Ancillary Buildings considering SSI

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/1850705/figures/1850705.fig.008a.svgz" name="1850705.fig.008a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Seismic wave i</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/1850705/figures/1850705.fig.008b.svgz" name="1850705.fig.008b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Seismic wave ii</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/geofluids/volume-2021/1850705/figures/1850705.fig.008c.svgz" name="1850705.fig.008c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Seismic wave iii</td></tr></table>

<div>Comparison of base shear with the different buried depth of foundation under the effect of ground motion.</div>

Geofluids

fig8

Figure 8

Figure 8: Study on the Impact of Hydraulic Fracturing on Surrounding Ancillary Buildings considering SSI 