Centrifuge model tests and numerical analysis of uplift capacity of strip anchors in geogrid-reinforced sand

Basit Öğe Kaydı
dc.authorid0000-0003-1973-4437en_US
dc.contributor.authorBildik, Selçuk
dc.contributor.authorDickin, Edward Alan
dc.contributor.authorKeskin, Mehmet Salih
dc.contributor.authorIlamparuthi, Kanniappan
dc.contributor.authorLaman, Mustafa
dc.date.accessioned2023-10-06T12:04:37Z
dc.date.available2023-10-06T12:04:37Z
dc.date.issued2023en_US
dc.departmentDicle Üniversitesi, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.description.abstractAnchor-type foundations are one of the foundation types used in structures subject to tensile forces. These anchors are generally designed according to the weight of the soil on them depending on the depth they are buried at and the frictional resistance obtained from the failure surfaces during failure. One method of increasing the uplift capacity of the foundation without increasing the burial depth is the use of geogrid material. In this study, the uplift capacities of strip anchor plates at different embedment depths were investigated by considering the geogrid effect placed in different combinations. The aim of the study is to investigate whether a more economical solution can be obtained by using geogrid without increasing the embedment depth of the anchor plate. Experiments were carried out using centrifugal experimental setup, which gives values closer to the real results. The tests were performed on sand of two different densities for anchor burial depths H/B = 2 and H/B = 5. According to the results, the uplift capacity is significantly improved when geogrid is used. As the reinforcement configuration, the use of a single geogrid layer placed just above the anchor plate with an inclination angle of 45 degrees gave more effective results than using the geogrid horizontally and vertically. In the study, up to 98% increases in uplift capacity were obtained with reinforcement. In addition, the prototype model was analyzed with a numerical program based on the finite element method, and the results were compared with the experimental results. As a result of the comparison, it was observed that the experimental and numerical results were compatible with each other. Suggestions for practice are presented using the results obtained.en_US
dc.identifier.citationBildik, S., Dickin, E. A., Keskin, M. S., Ilamparuthi, K. ve Laman, M. (2023). Centrifuge model tests and numerical analysis of uplift capacity of strip anchors in geogrid-reinforced sand. Applied Sciences (Switzerland), 13(7), 1-17.en_US
dc.identifier.doi10.3390/app13074182
dc.identifier.endpage17en_US
dc.identifier.issn2076-3417
dc.identifier.issue7en_US
dc.identifier.scopus2-s2.0-85152570647
dc.identifier.scopusqualityQ1
dc.identifier.startpage1en_US
dc.identifier.urihttps://www.mdpi.com/2076-3417/13/7/4182
dc.identifier.urihttps://hdl.handle.net/11468/12768
dc.identifier.volume13en_US
dc.identifier.wosWOS:000971904000001
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthorKeskin, Mehmet Salih
dc.language.isoenen_US
dc.publisherMDPIen_US
dc.relation.ispartofApplied Sciences (Switzerland)
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCentrifugeen_US
dc.subjectFinite elementen_US
dc.subjectGeogriden_US
dc.subjectGeosyntheticsen_US
dc.subjectStrip anchorsen_US
dc.subjectUplift behavioren_US
dc.titleCentrifuge model tests and numerical analysis of uplift capacity of strip anchors in geogrid-reinforced sanden_US
dc.titleCentrifuge model tests and numerical analysis of uplift capacity of strip anchors in geogrid-reinforced sand
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Centrifuge Model Tests and Numerical Analysis of Uplift Capacity of Strip Anchors in Geogrid-Reinforced Sand.pdf
Boyut:
3.78 MB
Biçim:
Adobe Portable Document Format
Açıklama:
Makale Dosyası
İndir
Lisans paketi
Listeleniyor 1 - 1 / 1
[ X ]
İsim:
license.txt
Boyut:
1.44 KB
Biçim:
Item-specific license agreed upon to submission
Açıklama:
İndir

Koleksiyon

İnşaat Mühendisliği Bölümü Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu