Model Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sands

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dc.contributor.authorOlgun, M.
dc.contributor.authorFidan, B.
dc.contributor.authorYenginar, Y.
dc.date.accessioned2024-02-23T13:59:26Z
dc.date.available2024-02-23T13:59:26Z
dc.date.issued2019
dc.departmentNEÜen_US
dc.description.abstractThe results of a model study of single piles shaft bearing capacity in dry and saturated sandy soils are presented. The effect of loading rate on pile shaft capacity was investigated. The shaft bearing capacities of the piles were determined by pile load tests and compared with theoretical results. Generally, pile shaft capacities are greater than the theoretical values. The lateral earth pressure coefficient K depends on the internal friction angle of the soil, the pile diameter, the effective stress, and the saturation degree of the soil. It is shown that K decreases as the pile length/ diameter ratio increases.en_US
dc.identifier.doi10.1007/s11204-019-09603-9
dc.identifier.endpage286en_US
dc.identifier.issn0038-0741
dc.identifier.issn1573-9279
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85074840133en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage280en_US
dc.identifier.urihttps://doi.org/10.1007/s11204-019-09603-9
dc.identifier.urihttps://hdl.handle.net/20.500.12452/11188
dc.identifier.volume56en_US
dc.identifier.wosWOS:000493641500007en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofSoil Mechanics And Foundation Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject[Keyword Not Available]en_US
dc.titleModel Studies of Lateral Soil Pressure on Drilling Piles in Dry and Saturated Sandsen_US
dc.typeArticleen_US

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