The Analysis of the Concrete Gravity Dam’s Foundation Uplift Pressure under the Function of Typhoon

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2016/2834192/figures/2834192.fig.006a.svgz" name="2834192.fig.006a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>The evolution process of measurement point A6-UP-01</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2016/2834192/figures/2834192.fig.006b.svgz" name="2834192.fig.006b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>The evolution process of measurement point A6-UP-02</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/mpe/volume-2016/2834192/figures/2834192.fig.006c.svgz" name="2834192.fig.006c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>The evolution process of measurement point A6-UP-04</td></tr></table>

<div>The evolution process of the best individual’s fitness value of the three measurement points.</div>

Mathematical Problems in Engineering

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Figure 6

Figure 6: The Analysis of the Concrete Gravity Dam’s Foundation Uplift Pressure under the Function of Typhoon 