Correspondence Analysis of Soil around Micropile Composite Structures under Horizontal Load

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/382427/figures/382427.fig.0010a.svgz" name="382427.fig.0010a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The first row of piles</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/382427/figures/382427.fig.0010b.svgz" name="382427.fig.0010b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The second row of piles</td></tr><tr class="fig-image" id="c"><td><object data="https://static.hindawi.com/articles/mpe/volume-2015/382427/figures/382427.fig.0010c.svgz" name="382427.fig.0010c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The third row of piles</td></tr></table>

<div>Comparative curves of distribution of pile deflection.</div>

Mathematical Problems in Engineering

fig10

Figure 10

Figure 10: Correspondence Analysis of Soil around Micropile Composite Structures under Horizontal Load 