Numerical Investigation of Scale Effect of Shallow Footings

Basit Öğe Kaydı
dc.contributor.authorOrnek, M.
dc.contributor.authorLaman, M.
dc.contributor.authorYildiz, A.
dc.contributor.authorDemir, A.
dc.date.accessioned2024-09-18T20:56:51Z
dc.date.available2024-09-18T20:56:51Z
dc.date.issued2010
dc.departmentHatay Mustafa Kemal Ãœniversitesien_US
dc.description7th International Conference on Engineering Computational Technology -- SEP 14-17, 2010 -- Valencia, SPAINen_US
dc.description.abstractThis study is focused on the scale effect investigation in shallow footings rested on clay and sand soils. Three dimensional numerical analyses were performed using circular, square and strip footings with different sizes. Mohr Coulomb and hardening soil models were used to simulate clay and sand behaviour, respectively. Before conducting the analyses, validity of the constitutive models was proved using laboratory and field test results performed by authors. Finally, the results obtained from the analyses were compared with the classical bearing capacity equations from the relevant literature. It is seen that there is no clear effect of footing size on N-gamma when footing rested on clay soils, but N-gamma is dependent on width of footing overlying sand soils.en_US
dc.description.sponsorshipTUBITAK (The Scientific and Technological Research Council of Turkey) [106M496]en_US
dc.description.sponsorshipThe work presented in this paper was carried out with funding from TUBITAK (The Scientific and Technological Research Council of Turkey) grant number 106M496.en_US
dc.identifier.isbn978-1-905088-41-6
dc.identifier.issn1759-3433
dc.identifier.urihttps://hdl.handle.net/20.500.12483/12125
dc.identifier.volume94en_US
dc.identifier.wosWOS:000392420200139en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.language.isoenen_US
dc.publisherCivil Comp Pressen_US
dc.relation.ispartofProceedings of The Seventh International Conference on Engineering Computational Technologyen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectscale effecten_US
dc.subjectclayen_US
dc.subjectsanden_US
dc.subjectfootingen_US
dc.subjectbearing capacity factoren_US
dc.subjectfooting sizeen_US
dc.titleNumerical Investigation of Scale Effect of Shallow Footingsen_US
dc.typeConference Objecten_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
[ N/A ]
Ä°sim:
Tam Metin / Full Text
Boyut:
2.21 MB
Biçim:
Adobe Portable Document Format
Ä°ndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu