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.006a.svgz" name="7672930.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Measured pore pressure values</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/complexity/volume-2019/7672930/figures/7672930.fig.006b.svgz" name="7672930.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Raising ratios of the pore pressure</td></tr></table>

<div>Measured pore pressure at different depths in structural corner position.</div>

Complexity

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Figure 6

Figure 6: Buoyancy Force Acting on Underground Structures considering Seepage of Confined Water 