Static analysis of axially loaded piles in multilayered soils using a BEM/FEM formulation

DOI10.1016/J.ENGANABOUND.2021.10.025OpenAlexW3215725802MaRDI QIDQ2118606

Endi Samba Luamba, João Batista De Paiva

Publication date: 22 March 2022

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2021.10.025

zbMATH Keywords

finite elementsboundary elementsinhomogeneous mediumpile-soil interactionlayered soilBEM/FEM coupling

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Fluid mechanics (76-XX)

Cites Work

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• A new BE formulation coupled to the FEM for simulating vertical pile groups
• A coupled BEM-stiffness matrix approach for analysis of shear deformable plates on elastic half space
• Elastic analysis of axially loaded single pile in multilayered soils
• A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads
• Finite layer analysis of layered elastic materials using a flexibility approach. Part 1—Strip loadings
• Boundary element elastic analysis of layered soils by a successive stiffness method

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