A boundary element method for the static analysis of raft foundations on piles.

DOI10.1016/S0955-7997(00)00002-3zbMath1163.74560OpenAlexW2053771561MaRDI QIDQ1568458

A. V. Mendonça, João Batista De Paiva

Publication date: 27 July 2000

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

Full work available at URL: https://doi.org/10.1016/s0955-7997(00)00002-3

zbMATH Keywords

Boundary elementsFlexible capped pile groupsSoil-structure interaction

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15)

Related Items (8)

Practical boundary element method for piled rafts ⋮ An alternative BE-FE formulation for a raft resting on a finite soil layer ⋮ A BEM/FEM formulation for the analysis of piles submitted to horizontal loads ⋮ 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 ⋮ An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation. ⋮ Static boundary element analysis of piles submitted to horizontal and vertical loads ⋮ A 3D BEM/FEM formulation for the static analysis of piled rafts and capped pile groups subjected to vertical and horizontal loads

Cites Work

• Boundary element formulation for plate analysis with special distribution of reactions along the boundary

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