Research Article
Horizontal Vibration of Pile in Transversely Isotropic Saturated Soil Based on Saturated Porous Medium Theory
Figure 2
Influence of anisotropic parameter on horizontal dynamic impedance of a single pile in transversely isotropic saturated soil.
(a) Curves of horizontal dynamic impedance stiffness factor varying with frequency |
(b) Curves of horizontal dynamic impedance damping factor varying with frequency |