A BEM/FEM formulation for the analysis of piles submitted to horizontal loads

DOI10.1016/J.ENGANABOUND.2017.05.004zbMath1403.74198OpenAlexW2618071843MaRDI QIDQ1655853

Endi Samba Luamba, João Batista De Paiva

Publication date: 10 August 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.2017.05.004

zbMATH Keywords

finite element methodboundary element methodpile-soil interaction

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10) Finite element, Rayleigh-Ritz and Galerkin methods for boundary value problems involving PDEs (65N30) Boundary element methods for boundary value problems involving PDEs (65N38)

Related Items (2)

Vertical and torsional vibrations of an embedded rigid circular disc in a transversely isotropic multilayered half-space ⋮ A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads

Cites Work

• BEM analysis of laterally loaded pile groups in multi-layered transversely isotropic soils
• A boundary element method for the static analysis of raft foundations on piles.
• Static boundary element analysis of piles submitted to horizontal and vertical loads
• BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils

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