학술논문


Response of offshore large-diameter pipe piles in layered poroelastic soil to lateral dynamic loading
Document Type
Article
Source
In Ocean Engineering 15 January 2025 316
Subject
Language
ISSN
0029-8018
Abstract
Highlights •A rigorous solution is proposed to evaluate the lateral dynamic responses of offshore pipe piles in both seawater and layered saturated soil.•The influence of the hydrodynamic pressure on a pipe pile is more significant than a solid one.•Neglecting either the outer or inner water results in an inaccurate estimation on the natural frequency of piles.•The inhomogeneous distribution of the soil modulus significantly affects the displacement response and natural frequency of piles.