Study on the Dynamic Response of Landslide Subjected to Earthquake by the Improved DDA Method

<table class="figure-group"><tr class="fig-image" id="a"><td><object data="https://static-preview.hindawi.com/articles/mse/volume-2021/6637939/figures/6637939.fig.0012a.svgz" name="6637939.fig.0012a" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(a) </b>Monitoring point S1</td></tr><tr class="fig-image" id="b"><td><object data="https://static-preview.hindawi.com/articles/mse/volume-2021/6637939/figures/6637939.fig.0012b.svgz" name="6637939.fig.0012b" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(b) </b>Monitoring points S2~S4</td></tr><tr class="fig-image" id="c"><td><object data="https://static-preview.hindawi.com/articles/mse/volume-2021/6637939/figures/6637939.fig.0012c.svgz" name="6637939.fig.0012c" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(c) </b>Monitoring points S5~S8</td></tr><tr class="fig-image" id="d"><td><object data="https://static-preview.hindawi.com/articles/mse/volume-2021/6637939/figures/6637939.fig.0012d.svgz" name="6637939.fig.0012d" type="image/svg+xml"></object></td></tr><tr class="fig-caption"><td><b>(d) </b>Monitoring points D1~D5</td></tr></table>

<div>The horizontal velocity histories at the monitoring points of landslide under earthquake and 175 m water lever.</div>

Modelling and Simulation in Engineering

fig12

Figure 12

Figure 12: Study on the Dynamic Response of Landslide Subjected to Earthquake by the Improved DDA Method 