Static boundary element analysis of piles submitted to horizontal and vertical loads

DOI10.1016/j.enganabound.2004.10.003zbMath1182.74228OpenAlexW2078753630MaRDI QIDQ2269211

R. Matos Filho, João Batista Paiva, A. V. Mendonça

Publication date: 16 March 2010

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2004.10.003

zbMATH Keywords

finite element methodboundary element methodpile-soil interactionpile groupslaterally-loaded piles

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10)

Related Items (9)

A BEM/FEM formulation for the analysis of piles submitted to horizontal loads ⋮ Simulation of linear inclusions with the BEM ⋮ BEM-FEM coupling model for the dynamic analysis of piles and pile groups ⋮ A new BE formulation coupled to the FEM for simulating vertical pile groups ⋮ BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils ⋮ Elastic analysis of axially loaded single pile in multilayered soils ⋮ Performance of vertically loaded pile group embedded in layered transversely isotropic saturated viscoelastic soils ⋮ Behavior of laterally and vertically loaded piles in multi-layered transversely isotropic soils ⋮ A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads

Cites Work

• Unnamed Item
• An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation.
• A boundary element method for the static analysis of raft foundations on piles.

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