Experimental Investigation of the Stabilization Performance of Geogrids for Unpaved Roads with Low Bearing Capacity Subgrade

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dc.authorscopusid55279868800
dc.authorscopusid6506965439
dc.authorscopusid9633494000
dc.authorscopusid6603812780
dc.authorscopusid55337626000
dc.authorscopusid7801543390
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.accessioned2024-09-11T19:58:29Z
dc.date.available2024-09-11T19:58:29Z
dc.date.issued2022
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description4th International Conference on Transportation Geotechnics, ICTG 2021 -- 23 May 2021 through 26 May 2021 -- Chicago -- 263409en_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.identifier.doi10.1007/978-3-030-77234-5_59
dc.identifier.endpage728en_US
dc.identifier.isbn978-303077233-8en_US
dc.identifier.issn2366-2557en_US
dc.identifier.scopus2-s2.0-85113242882en_US
dc.identifier.scopusqualityQ4en_US
dc.identifier.startpage717en_US
dc.identifier.urihttps://doi.org/10.1007/978-3-030-77234-5_59
dc.identifier.urihttps://hdl.handle.net/11363/8499
dc.identifier.volume165en_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSpringer Science and Business Media Deutschland GmbHen_US
dc.relation.ispartofLecture Notes in Civil Engineeringen_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.snmz20240903_Gen_US
dc.subjectCBR; Geogrid; Geosynthetics; Pavement; Wheel 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

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