Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load

<div>Influence of bulb length on the normalized velocity response of the pile top (<i>N</i> = 3, <i>W</i><sub>RB</sub> = 0.45 m, and <i>L</i><sub>E</sub> = <i>h</i><sub>3</sub> = 3.5 m).</div>

Mathematical Problems in Engineering

fig11

Figure 11

Figure 11: Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load 