Research Article
Exact Solution for the Torsional Vibration of an Elastic Pile in a Radially Inhomogeneous Saturated Soil
Figure 8
Influence of the disturbance range tm/r0 on the complex stiffness at the pile top when the inner soil is strengthened (Dsm = Ds0 = 0, GR = 2).
(a) |
(b) |