Vertical Dynamic Impedance of Tapered Pile considering Compacting Effect

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="304856.fig.001a" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/304856/figures/304856.fig.001a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Schematic of pile-soil  system  </td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="304856.fig.001b" src="https://static-preview.hindawi.com/articles/mpe/volume-2013/304856/figures/304856.fig.001b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Schematic of pile element </td></tr></table></td></tr></table>

<table>Schematic of pile-soil interaction model.</table>

Mathematical Problems in Engineering

fig1

Figure 1

Figure 1: Vertical Dynamic Impedance of Tapered Pile considering Compacting Effect 