Experimental Studies of Multi-Edge Footings Rested on Geogrid Reinforced Sand

Basit Öğe Kaydı
dc.contributor.authorDavarci, B.
dc.contributor.authorOrnek, M.
dc.date.accessioned2024-09-18T21:01:54Z
dc.date.available2024-09-18T21:01:54Z
dc.date.issued2013
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.descriptionInternational Symposium on Design and Practice of Geosynthetic-Reinforced Soil Structures / 26th Italian National Conference on Geosynthetics -- OCT 14-16, 2013 -- Univ Bologna, Bologna, ITALYen_US
dc.description.abstractIn this study, an experimental investigation into the ultimate bearing capacity and settlement behavior of multi-edge shallow footings supported by a sand bed with and without geogrid reinforcement is reported. The parameters investigated are the depth of reinforcement and the multi-edge footing size. A total of 36 model tests have been carried out using four different footing shapes. H, +, T and square shaped shallow footings are used in the model tests. The results of the experimental study proved that the reinforcement has a considerable effect on the ultimate bearing capacity of the multi-edge shallow footings. It was also proved that ultimate bearing capacity values can, depending on the reinforcement geogrid arrangement, be improved by up to three and a half times that of the unreinforced case.en_US
dc.description.sponsorshipInt Geosynthet Soc,Italian Geotechn Assoc,IGS, Italian Chapter,Int Soc Soil Mech & Geotechn Engn, TC 101 & TC 305,Amer Soc Civil Engineers, Geo Inst,Univ Bologna, Dept Civil, Chem, Environm & Mat Engn,Univ Delaware, Dept Civil & Environm Engn,Publ Works Res Inst,Railway Tech Res Inst,Natl Inst Rural Engn,ACE Geosynthet,ADAMA Engn,Allan Block,Callide Technologies, Inc,Huesker Synthet GmbH,Intergeo Serv,Micheletto Pavimentazioni,Officine Maccaferri S p A,NAUE GmbH & Co KG,Risi Stone Syst,TeMa Technologies & Mat srl,TENAX,TenCate Geosynthet Asia, Sdn Bhd,Tensar Int Corp,Univ Delawareen_US
dc.identifier.endpage82en_US
dc.identifier.isbn978-1-60595-108-9
dc.identifier.scopus2-s2.0-84960961725en_US
dc.identifier.scopusqualityN/Aen_US
dc.identifier.startpage73en_US
dc.identifier.urihttps://hdl.handle.net/20.500.12483/13067
dc.identifier.wosWOS:000329350100008en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherDestech Publications, Incen_US
dc.relation.ispartofDesign and Practice of Geosynthetic-Reinforced Soil Structuresen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titleExperimental Studies of Multi-Edge Footings Rested on Geogrid Reinforced Sanden_US
dc.typeConference Objecten_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu