A method for the analysis of large vertically loaded pile groups

DOI<link itemprop=identifier href="https://doi.org/10.1002/(SICI)1096-9853(199903)23:3<243::AID-NAG967>3.0.CO;2-P" /><243::AID-NAG967>3.0.CO;2-P 10.1002/(SICI)1096-9853(199903)23:3<243::AID-NAG967>3.0.CO;2-PzbMath0944.74057OpenAlexW2094288057WikidataQ57348163 ScholiaQ57348163MaRDI QIDQ4266643

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Publication date: 11 September 2000

Full work available at URL: https://doi.org/10.1002/(sici)1096-9853(199903)23:3<243::aid-nag967>3.0.co;2-p

zbMATH Keywords

iterative methoddeformationMindlin's solutionpile-soil-pile interactionload-transfer curvesvertically loaded pile groups

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Soil and rock mechanics (74L10)

Related Items (4)

Time-dependent analysis of axially loaded piles in transversely isotropic saturated viscoelastic soils ⋮ Performance of vertically loaded pile group embedded in layered transversely isotropic saturated viscoelastic soils ⋮ 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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