A fictitious pile method for interaction factor of two laterally loaded piles in multilayered isotropic soils

DOI10.1016/J.ENGANABOUND.2022.09.014OpenAlexW4296232830WikidataQ114193276 ScholiaQ114193276MaRDI QIDQ6137968

Shengli Chen, Ming Cao

Publication date: 16 January 2024

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

Full work available at URL: https://doi.org/10.1016/j.enganabound.2022.09.014

zbMATH Keywords

interaction factortransfer matrix solutionfictitious pile methodmultilayered isotropic soils

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Quantum theory (81-XX)

Cites Work

• BEM analysis of laterally loaded pile groups in multi-layered transversely isotropic soils
• Extended sneddon and muki solutions for multilayered elastic materials
• On Muki's solution of the equations of linear elasticity
• BEM analysis of laterally loaded piles in multi-layered transversely isotropic soils
• Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod
• On the diffusion of an axial load from an infinite cylindrical bar embedded in an elastic medium
• Three-dimensional analysis of a pile-group foundation
• A simplified analysis method for piled raft foundations in non-homogeneous soils
• General elastic analysis of piles and pile groups
• On the Diffusion of Load From a Transverse Tension Bar Into a Semi-Infinite Elastic Sheet

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