Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/11252
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dc.contributor.authorGökova, Süleyman-
dc.contributor.authorSaltan, Mehmet-
dc.contributor.authorTerzi, Serdal-
dc.contributor.authorTutumluer, Erol-
dc.contributor.authorUz, Volkan Emre-
dc.contributor.authorKaraşahin, Mustafa-
dc.date.accessioned2021-11-06T09:27:12Z-
dc.date.available2021-11-06T09:27:12Z-
dc.date.issued2022-
dc.identifier.isbn9783030772338-
dc.identifier.issn2366-2557-
dc.identifier.urihttp://doi.org/10.1007/978-3-030-77234-5_59-
dc.identifier.urihttps://hdl.handle.net/11147/11252-
dc.description4th International Conference on Transportation Geotechnics, ICTG 2021 -- 23 May 2021 through 26 May 2021en_US
dc.description.abstractIn this study, laboratory experiments were carried out on real sized samples to investigate the reinforcement performance of geogrids in highway pavements constructed on low bearing capacity subgrade (California Bearing Ratio, CBR = 3%). In all prepared samples, Hot Mix Asphalt (HMA ) layer was not applied. A moving wheel load was applied with Accelerated Pavement Tester (APT) device on representative pavement samples with and without geogrids. Two types of geogrids were used to construct the pavement sample configurations. Resistance to plastic (permanent) deformation was recorded as a performance indicator to compare structural performance trends of the pavement samples. For this objective, surface deformations were measured after certain wheel load repetitions. Rut depths have been calculated from surface profiles measured with a laser profiler and were plotted versus number of load repetitions. As a result of this study, the use of geogrid over soft subgrade with low CBR values has been shown to extend the life of the pavement by reducing the rut depth. © 2022, The Author(s), under exclusive license to Springer Nature Switzerland AG.en_US
dc.description.sponsorshipAcknowledgements The authors would like to thank TÜBİTAK for providing financial support for this study (213M533).en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCBRen_US
dc.subjectGeogriden_US
dc.subjectGeosyntheticsen_US
dc.subjectPavementen_US
dc.subjectWheel load simulatoren_US
dc.titleExperimental investigation of the stabilization performance of geogrids for unpaved roads with low bearing capacity subgradeen_US
dc.typeConference Objecten_US
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume165en_US
dc.identifier.startpage717en_US
dc.identifier.endpage728en_US
dc.identifier.scopus2-s2.0-85113242882en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1007/978-3-030-77234-5_59-
dc.identifier.wosqualityN/A-
dc.identifier.scopusqualityQ4-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.openairetypeConference Object-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextnone-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
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