Rigorous solution for kinematic response of floating piles subjected to vertical P-wave

DOI10.1016/j.apm.2022.01.031zbMath1503.74084OpenAlexW4210917977MaRDI QIDQ2109438

Denghui Dai, Zhanbin Wang, Ning Zhang, M. Hesham El Naggar

Publication date: 21 December 2022

Published in: Applied Mathematical Modelling (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.apm.2022.01.031

zbMATH Keywords

analytical solutionwave scatteringsoil-pile interactionP-wavekinematic responsefloating piles

Mathematics Subject Classification ID

Wave scattering in solid mechanics (74J20) Soil and rock mechanics (74L10)

Related Items (2)

Vertical kinematic response of an end-bearing pipe pile in fractional viscoelastic unsaturated soil under vertically-incident P-waves ⋮ Analytical solution of dynamic response of horizontal vibrating pile with different soil viscoelastic half-space types

Cites Work

• Vertical impedance of a tapered pile in inhomogeneous saturated soil described by fractional viscoelastic model
• Relevance of soil-pile tangential tractions for the estimation of kinematic seismic forces: formulation and setting of a Winkler approach

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