Dynamic analysis of a laterally loaded pile in a transversely isotropic multilayered half-space

DOI10.1016/J.ENGANABOUND.2015.01.008zbMath1403.74047OpenAlexW2043347483MaRDI QIDQ1799681

Zhi Xiong Li, Zhi Yong Ai

Publication date: 19 October 2018

Published in: Engineering Analysis with Boundary Elements (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/j.enganabound.2015.01.008

zbMATH Keywords

dynamic responsemultilayered half-spacetransversely isotropyFEM-BEM couplinglaterally loaded pile

Mathematics Subject Classification ID

Rods (beams, columns, shafts, arches, rings, etc.) (74K10) Finite element methods applied to problems in solid mechanics (74S05) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)

Related Items (3)

Analytical Solution of Horizontal Dynamic Response of a Floating Pile Embedded in an Elastic–Poroelasitc-Layered Soil ⋮ Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation ⋮ A 3D BEM-FEM approach using layered transversely isotropic half-space Green's functions in the frequency domain for SSI analyses

Cites Work

• Simplified BEM/FEM model for dynamic analysis of structures on piles and pile groups in viscoelastic and poroelastic soils
• On the lateral harmonic motion of an elastic bar embedded in an elastic half-space
• BEM-FEM coupling model for the dynamic analysis of piles and pile groups
• BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils
• Impedances of rigid cylindrical foundations embedded in transversely isotropic soils

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