Research Article
Dynamic Response of an Inhomogeneous Elastic Pile in a Multilayered Saturated Soil to Transient Torsional Load
Figure 7
Influence of the neck width WRN on the normalized velocity response of the pile top (N = 3, h1 = 7 = m, LL = h2 = 0.5 m, and LE = h3 = 3.5 m).