Basit öğe kaydını göster

Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests

dc.contributor.authorÖrnek, Murat
dc.contributor.authorÇalışıcı, Mustafa
dc.contributor.authorTüredi, Yakup
dc.contributor.authorKaya, Nihat
dc.date.accessioned2021-12-24T13:04:49Z
dc.date.available2021-12-24T13:04:49Z
dc.date.issued2021en_US
dc.identifier.citationÖrnek, M., Çalişici, M., Türedi, Y., Kaya, N. (2021). Investigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Tests. Soil Mechanics and Foundation Engineering, 58 (3), pp. 215-222. https://doi.org/10.1007/s11204-021-09731-1en_US
dc.identifier.urihttps://doi.org/10.1007/s11204-021-09731-1
dc.identifier.urihttps://hdl.handle.net/20.500.12508/1966
dc.description.abstractIn geotechnical engineering, the skirt shape is used to improve the load-settlement characteristics of eccentrically loaded shallow footings. The vertical and horizontal insertions of the rigid footing yield extra resistance for overturning and sliding caused by eccentricity. Different settlements and tilts in the footings can be formed by these types of loadings. In this study, the ultimate loads of the skirted footings were experimentally investigated. Different combinations of skirt-structured footings (produced with vertical/inclined insertions and toes) were studied with laboratory model tests in loose and dense sand soil conditions. The test results were then compared with various bearing capacity equations and were determined to be consistent in general. A total of 96 test results showed that the additional skirted parts of the footing increase the ultimate loads. The higher load eccentricity results in a decrease in the ultimate loads of the strip footing.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.relation.isversionof10.1007/s11204-021-09731-1en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subject.classificationFootings
dc.subject.classificationBearing Capacity
dc.subject.classificationCaissons
dc.subject.classificationEngineering
dc.subject.otherOcean engineering
dc.subject.otherEccentrically loaded
dc.subject.otherHigher loads
dc.subject.otherLaboratory model test
dc.subject.otherLaboratory test
dc.subject.otherLoad settlement
dc.subject.otherSkirted footing
dc.subject.otherStrip footing
dc.subject.otherUltimate loads
dc.subject.otherEccentricity
dc.subject.otherFooting
dc.subject.otherLaboratory method
dc.subject.otherLoading test
dc.subject.otherSoil-structure interaction
dc.subject.otherGeotechnical engineering
dc.subject.otherUltimate loads
dc.subject.otherFoundations
dc.subject.otherSand
dc.titleInvestigation of Skirt Effect on Eccentrically Loaded Model Strip Footing Using Laboratory Testsen_US
dc.typearticleen_US
dc.relation.journalSoil Mechanics and Foundation Engineeringen_US
dc.contributor.departmentMühendislik ve Doğa Bilimleri Fakültesi -- İnşaat Mühendisliği Bölümüen_US
dc.identifier.volume58en_US
dc.identifier.issue3en_US
dc.identifier.startpage215en_US
dc.identifier.endpage222en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.contributor.isteauthorÖrnek, Murat
dc.contributor.isteauthorÇalışıcı, Mustafa
dc.contributor.isteauthorTüredi, Yakup
dc.contributor.isteauthorKaya, Nihat
dc.relation.indexWeb of Science - Scopusen_US
dc.relation.indexWeb of Science Core Collection - Science Citation Index Expanded


Bu öğenin dosyaları:

Thumbnail
Ad:
murat-ornek.pdf
Boyut:
1.375Mb
Biçim:
PDF
Açıklama:
Tam Metin / Full Text
Göster/Aç

Bu öğe aşağıdaki koleksiyon(lar)da görünmektedir.

Basit öğe kaydını göster