Three-dimensional analysis of a pile-group foundation

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DOI10.1002/NAG.1610100104zbMath0574.73107OpenAlexW1982504729MaRDI QIDQ3693052

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Publication date: 1986

Published in: International Journal for Numerical and Analytical Methods in Geomechanics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nag.1610100104

zbMATH Keywords

stresses debonding interaction effects Displacements relative slip elastic-plastic hardening behaviour of sand forces distribution nonlinear soil response nonlinear three-dimensional finite element procedure pile group foundations relative motions at the interface thin-layer interface element

Mathematics Subject Classification ID

Nonlinear elasticity (74B20) Soil and rock mechanics (74L10) Numerical and other methods in solid mechanics (74S99)

Related Items (4)

Bending moment calculations for piles based on the finite element method ⋮ A fictitious pile method for interaction factor of two laterally loaded piles in multilayered isotropic soils ⋮ Multiphase model for inclusion-reinforced geostructures: Application to rock-bolted tunnels and piled raft foundations ⋮ Performance of vertically loaded pile group embedded in layered transversely isotropic saturated viscoelastic soils

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