Settlement Analysis of Saturated Tailings Dam Treated by CFG Pile Composite Foundation

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/7383762/figures/7383762.fig.003a.svgz" name="7383762.fig.003a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Case of subgrade filling construction procedure</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/amse/volume-2016/7383762/figures/7383762.fig.003b.svgz" name="7383762.fig.003b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Case of loading of 150 kPa</td></tr></table>

<div>Distribution of soil settlement in different soil layers.</div>

Advances in Materials Science and Engineering

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Figure 3

Figure 3: Settlement Analysis of Saturated Tailings Dam Treated by CFG Pile Composite Foundation 