ANALYSES OF MULTI-EDGE FOOTINGS RESTED ON LOOSE AND DENSE SAND

Basit Öğe Kaydı
dc.contributor.authorDavarci, Burakbey
dc.contributor.authorOrnek, Murat
dc.contributor.authorTuredi, Yakup
dc.date.accessioned2024-09-18T20:32:54Z
dc.date.available2024-09-18T20:32:54Z
dc.date.issued2014
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractShallow footings are generally designed as square, rectangular, strip, circular or ring in geotechnical engineering. In some cases, different shallow footing geometries (irregular footing geometries) also can be selected because of the static, architectural and economical reasons. Multi-edge shallow footings are irregular shaped footings having the number of the edges and sides greater than four. They are used to transmit the loads from the irregular shaped structures to the underlying soils safely and economically. The study presented herein describes the use of artificial neural networks (ANNs) and multi-linear regression model (MLR) for prediction of ultimate loads of multi-edge shallow footings. The data used in running of network models have been obtained from extensive series of laboratory model tests. The parameters investigated are the footing width, the footing length and the density of sand soil. A total of fifty tests were performed using the parameters of the footing geometry (H, +, T and square shaped), the footing size and the soil type (loose sand, dense sand) on the bearing capacity characteristics. The results of the experimental study proved that the soil density and the footing size had considerable effects on the load of and the ANN model serves as simple and reliable tool for predicting the behavior of the multi-edge footings.en_US
dc.identifier.doi10.3311/PPci.2101
dc.identifier.endpage370en_US
dc.identifier.issn0553-6626
dc.identifier.issn1587-3773
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-84920270954en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage355en_US
dc.identifier.urihttps://doi.org/10.3311/PPci.2101
dc.identifier.urihttps://hdl.handle.net/20.500.12483/11205
dc.identifier.volume58en_US
dc.identifier.wosWOS:000346753500007en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherBudapest Univ Technology Economicsen_US
dc.relation.ispartofPeriodica Polytechnica-Civil Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectmodel testen_US
dc.subjectmulti-edge footingen_US
dc.subjectbearing capacityen_US
dc.subjectsanden_US
dc.titleANALYSES OF MULTI-EDGE FOOTINGS RESTED ON LOOSE AND DENSE SANDen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Tam Metin / Full Text
Boyut:
487.23 KB
Biçim:
Adobe Portable Document Format
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu