Horizontal Vibration of a Large-Diameter Pipe Pile in Viscoelastic Soil

<table class="table-group" width="800px"><tr class="fig-image" id="a"><td><img alt="269493.fig.0011a" src="https://static.hindawi.com/articles/mpe/volume-2013/269493/figures/269493.fig.0011a.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(a) </b>Real part</td></tr></table></td></tr><tr class="fig-image" id="b"><td><img alt="269493.fig.0011b" src="https://static.hindawi.com/articles/mpe/volume-2013/269493/figures/269493.fig.0011b.jpg"/></td></tr><tr class="fig-caption"><td align="center"><table><tr><td><b>(b) </b>Imaginary part</td></tr></table></td></tr></table>

<table>Variation of horizontal-rocking complex stiffness of the pipe pile with the shear modulus of soil.</table>

Mathematical Problems in Engineering

fig11

Figure 11

Figure 11: Horizontal Vibration of a Large-Diameter Pipe Pile in Viscoelastic Soil 