Dynamic and Static Combination Analysis Method of Slope Stability Analysis during Earthquake

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><object data="https://static.hindawi.com/articles/mpe/volume-2014/573962/figures/573962.fig.004a.svgz" name="573962.fig.004a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>3 Hz, 300 gal, without geotextile</td></tr><tr class="fig-image" id="b"><td><object data="https://static.hindawi.com/articles/mpe/volume-2014/573962/figures/573962.fig.004b.svgz" name="573962.fig.004b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>7 Hz, 300 gal, with geotextile</td></tr></table>

<div>Time history of horizontal displacement.</div>

Mathematical Problems in Engineering

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Figure 4

Figure 4: Dynamic and Static Combination Analysis Method of Slope Stability Analysis during Earthquake 