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.0016a" src="https://static.hindawi.com/articles/tswj/volume-2014/924592/figures/924592.fig.0016a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Peak displacement</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="924592.fig.0016b" src="https://static.hindawi.com/articles/tswj/volume-2014/924592/figures/924592.fig.0016b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Peak velocity</td></tr></table></td></tr></table>

<table>The peak displacement and velocity at a distance from the track center for different ballast modulus.</table>

The Scientific World Journal

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Figure 16

Figure 16: Three-Dimensional Dynamic Analyses of Track-Embankment-Ground System Subjected to High Speed Train Loads 