Damage Localization of Piles Based on Complex Continuous Wavelet Transform: Numerical Example and Experimental Verification

Table 1

Material properties of the pile and soil.

Properties	Concrete pile	Soil
Young’s modulus	3.75 × 10^4 MPa	6.0 MPa
Poisson’s ratio	0.167	0.4
Density	2400 kg/m^3	1750 kg/m^3
Friction angle	—	20°
Cohesion yield stress	—	25 kPa