Load transfer from an elastic pile to a saturated porous elastic soil

DOI10.1002/nag.1610050203zbMath0465.73138OpenAlexW2041787909MaRDI QIDQ3917707

Boonsrang Niumpradit, P. Karasudhi

Publication date: 1981

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.1610050203

zbMATH Keywords

Young's modulusHankel transformspore pressurenumerical solutionsdisplacementBiot's theoryfictitious pileequation of second kinddecomposed into two systemsembedded in saturated porous elastic soilextended porous elastic half-spacefinal and initial solutionsloaded axially on topquasi-static development of forcesystem of circular elastic pile

Mathematics Subject Classification ID

Soil and rock mechanics (74L10) Special integral transforms (Legendre, Hilbert, etc.) (44A15) Laplace transform (44A10) Fredholm integral equations (45B05)

Related Items (6)

Axisymmetric fundamental solutions for a completely saturated porous elastic solid ⋮ A model for the energy bands of an ``open-type periodic structure: a periodic viaduct coupled with the half-space ⋮ Time-dependent analysis of axially loaded piles in transversely isotropic saturated viscoelastic soils ⋮ Dynamic responses of a pile embedded in a layered poroelastic half-space to a harmonic axial loading ⋮ Load transfer from an axially loaded pile to multilayered saturated media ⋮ Time effect of vertically loaded pile groups partially embedded in multilayered cross-anisotropic fractional viscoelastic saturated soils

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