Three-Dimensional Dynamic Analyses of Track-Embankment-Ground System Subjected to High Speed Train Loads

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="924592.fig.0019a" src="https://static.hindawi.com/articles/tswj/volume-2014/924592/figures/924592.fig.0019a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Displacement</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="924592.fig.0019b" src="https://static.hindawi.com/articles/tswj/volume-2014/924592/figures/924592.fig.0019b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Velocity</td></tr></table></td></tr><tr class="fig-image" id="c"><td><img alt="924592.fig.0019c" src="https://static.hindawi.com/articles/tswj/volume-2014/924592/figures/924592.fig.0019c.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(c) </b>Vertical velocity frequency content</td></tr></table></td></tr></table>

<table>Dynamic response at rail and point A for natural and improved soil.</table>

The Scientific World Journal

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Figure 19

Figure 19: Three-Dimensional Dynamic Analyses of Track-Embankment-Ground System Subjected to High Speed Train Loads 