An elastostatic FEM/BEM analysis of vertically loaded raft and piled raft foundation.

DOI10.1016/S0955-7997(03)00061-4zbMath1060.74654MaRDI QIDQ1429487

A. V. Mendonça, João Batista Paiva

Publication date: 27 May 2004

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

zbMATH Keywords

couplingFinite elementsBoundary elementsFEM/BEMFoundationPiled rafts

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)

Related Items (8)

Time-dependent performance of ribbed plates on multi-layered fractional viscoelastic cross-anisotropic saturated soils ⋮ An alternative BE-FE formulation for a raft resting on a finite soil layer ⋮ Static analysis of Timoshenko beam resting on elastic half-plane based on the coupling of locking-free finite elements and boundary integral ⋮ Equivalent linear model for the lateral dynamic analysis of pile foundations considering pile-soil interface degradation ⋮ 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 ⋮ 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

• Analysis of circular plate - elastic half-space interaction using an energy approach
• Analysis of fluid storage tanks including foundation-superstructure interaction
• A boundary element method for the static analysis of raft foundations on piles.
• A study of three-node triangular plate bending elements
• General elastic analysis of piles and pile groups

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