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

<div>Influence of neck length on the normalized velocity response of the pile top (<i>N</i> = 3, <i>W</i><sub>RN</sub> = 0.3 m, and <i>L</i><sub>E</sub> = <i>h</i><sub>3</sub> = 3.5 m).</div>

Mathematical Problems in Engineering

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Figure 10

Figure 10: Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load 