One-Dimensional Consolidation of Double-Layered Foundation with Depth-Dependent Initial Excess Pore Pressure and Additional Stress

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/618717/figures/618717.fig.007a.svgz" name="618717.fig.007a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Curves with a single-drained condition</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2015/618717/figures/618717.fig.007b.svgz" name="618717.fig.007b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Curves with a double-drained condition</td></tr></table>

<div>Consolidation curves with different drainage conditions.</div>

Advances in Materials Science and Engineering

fig7

Figure 7

Figure 7: One-Dimensional Consolidation of Double-Layered Foundation with Depth-Dependent Initial Excess Pore Pressure and Additional Stress 