BEM analysis of laterally loaded pile groups in multi-layered transversely isotropic soils

DOI10.1016/J.ENGANABOUND.2014.02.002zbMath1297.74137OpenAlexW1976590499MaRDI QIDQ463537

Dong Liang Feng, Zhi Yong Ai

Publication date: 16 October 2014

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2014.02.002

zbMATH Keywords

transverse isotropyboundary element method (BEM)analytical layer-element solutionlaterally loaded pile groupsmulti-layered soils

Mathematics Subject Classification ID

Boundary element methods applied to problems in solid mechanics (74S15) Soil and rock mechanics (74L10) Boundary element methods for boundary value problems involving PDEs (65N38)

Related Items (7)

A BEM/FEM formulation for the analysis of piles submitted to horizontal loads ⋮ Laterally loaded piles and pile groups partially embedded in transversely isotropic fractional viscoelastic saturated soils ⋮ A fictitious pile method for interaction factor of two laterally loaded piles in multilayered isotropic soils ⋮ Time-dependent analysis of axially loaded piles in 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 ⋮ Bending analysis of circular thin plates resting on elastic foundations using two modified Vlasov models

Cites Work

• Unnamed Item
• BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils
• Finite layer analysis of layered elastic materials using a flexibility approach. Part 1—Strip loadings
• Finite layer analysis of layered elastic materials using a flexibility approach. Part 2—Circular and rectangular loadings

This page was built for publication: BEM analysis of laterally loaded pile groups in multi-layered transversely isotropic soils