Buoyancy Force Acting on Underground Structures considering Seepage of Confined Water

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/complexity/volume-2019/7672930/figures/7672930.fig.004a.svgz" name="7672930.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Section plan</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/complexity/volume-2019/7672930/figures/7672930.fig.004b.svgz" name="7672930.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Plan</td></tr></table>

<div>Layout of the pore pressure sensor.</div>

Complexity

fig4

Figure 4

Figure 4: Buoyancy Force Acting on Underground Structures considering Seepage of Confined Water 