Research Article

Analysis of Horizontal Dynamic Response of a Single Pile in Layered Foundations Based on the Timoshenko–Pasternak Model

Table 1

Characteristic parameters of soil ground.

Layer number Layer thickness Flexibility Density Shear wave velocity Poisson’s ratio Damping ratio

10.425818501120.250.04
20.428718501350.250.04
30.4311618501590.250.04
42.9913218501650.250.04
57.538617001300.490.07
610.7220019001840.450.03
75.0035720002570.350.02
82.0027320502320.30.02
95.0048021003000.30.02