Large scale field tests on geogrid-reinforced granular fill underlain by clay soil

Basit Öğe Kaydı
dc.authoridYildiz, Abdulazim/0000-0002-6755-1902
dc.contributor.authorDemir, Ahmet
dc.contributor.authorLaman, Mustafa
dc.contributor.authorYildiz, Abdulazim
dc.contributor.authorOrnek, Murat
dc.date.accessioned2024-09-18T20:20:08Z
dc.date.available2024-09-18T20:20:08Z
dc.date.issued2013
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractThis study aims at experimentally explaining the potential benefits of geogrid reinforced soil footings using large scale field tests. A total of 16 field tests were carried out to evaluate the effects of replacing natural clay soil with stiffer granular fill layer and single-multiple layers of geogrid reinforcement placed into granular fill below circular footings. The large scale field tests were performed using different size of the circular footing diameters which have 0.30, 0.45, 0.60 and 0.90 m. The results of testing program are presented in terms of subgrade modulus and bearing capacity. These values were calculated for each test at settlements of 10, 20 and 30 mm. Based on the test results, it is shown that the use of granular fill and geogrid for reinforced soil footings (RSF) have considerable effects on the subgrade modulus and bearing capacity. Finally, the field test results are compared to the analytical methods proposed by different researchers including the statistical correlations. (C) 2012 Published by Elsevier Ltd.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.doi10.1016/j.geotexmem.2012.05.007
dc.identifier.endpage15en_US
dc.identifier.issn0266-1144
dc.identifier.issn1879-3584
dc.identifier.scopus2-s2.0-84879553842en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage1en_US
dc.identifier.urihttps://doi.org/10.1016/j.geotexmem.2012.05.007
dc.identifier.urihttps://hdl.handle.net/20.500.12483/10073
dc.identifier.volume38en_US
dc.identifier.wosWOS:000322095200001en_US
dc.identifier.wosqualityQ1en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevier Sci Ltden_US
dc.relation.ispartofGeotextiles and Geomembranesen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectField testen_US
dc.subjectGeogriden_US
dc.subjectNatural clayen_US
dc.subjectGranular fillen_US
dc.subjectSubgrade modulusen_US
dc.subjectBearing capacityen_US
dc.titleLarge scale field tests on geogrid-reinforced granular fill underlain by clay soilen_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
[ N/A ]
İsim:
Tam Metin / Full Text
Boyut:
1.78 MB
Biçim:
Adobe Portable Document Format
İndir

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu