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

<div>Influence of soil layering on the normalized velocity response of the pile (<i>N</i> = 3, <i>h</i><sub>1</sub> = 7 m, <i>h</i><sub>2</sub> = 0.5 m, and <i>h</i><sub>3</sub> = 3.5 m).</div>

Mathematical Problems in Engineering

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Figure 13

Figure 13: Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load 