Evaluation of Rockfill Stabilized-Geosynthetics Reinforced Road Base with Repeated Plate Loading Tests

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dc.authoridSARICI, TALHA/0000-0001-8488-5851
dc.authoridOK, BAHADIR/0000-0001-8333-5671
dc.contributor.authorDemir, Ahmet
dc.contributor.authorOk, Bahadir
dc.contributor.authorSarici, Talha
dc.date.accessioned2024-08-04T20:55:59Z
dc.date.available2024-08-04T20:55:59Z
dc.date.issued2024
dc.departmentİnönü Üniversitesien_US
dc.description.abstractIn this study, the performance of unpaved road sections over soft clay soil geosynthetic-reinforced and stabilized with rock fill layer was evaluated using repeated plate loading tests. A total of 10 field tests were carried out using a circular model rigid plate with a diameter of 0.30 m. The parameters investigated included the location and type of geosynthetics and loading conditions (number of loading cycle and traffic loading condition). Based on the test results, the least deformation was observed in the rockfill section. The geocell placed at a depth of one-third thickness of the granular fill layer from the top showed improved performance and was more effective as compared with other geosynthetic reinforcements. However, for granular fill geosynthetic-reinforced or stabilized with rock fill layer, the results demonstrate an improvement in the rutting performance of the pavement and the definite trend of increasing reloading elastic modulus, depending on the traffic loading situation. It has been also observed that the use of geocell or geogrid reinforcement in granular fill layer or more rigid rockfill layer provides an important increase in the modulus improvement ratio (MIR) by at least 36%, 45% and 60% compared to the granular fill section, respectively.en_US
dc.description.sponsorshipRepublic of Turkey Osmaniye Special Provincial Administration Institution; Osmaniye Korkut Ata University Scientific Research Projects Unit [OKUEBAP-2014-PT3-033]en_US
dc.description.sponsorshipThe work presented in this paper was carried out with supporting from the republic of Turkey Osmaniye Special Provincial Administration Institution and Osmaniye Korkut Ata University Scientific Research Projects Unit, grant number OKUEBAP-2014-PT3-033.en_US
dc.identifier.doi10.3390/app14073042
dc.identifier.issn2076-3417
dc.identifier.issue7en_US
dc.identifier.scopus2-s2.0-85192513060en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.3390/app14073042
dc.identifier.urihttps://hdl.handle.net/11616/101978
dc.identifier.volume14en_US
dc.identifier.wosWOS:001200960900001en_US
dc.identifier.wosqualityN/Aen_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherMdpien_US
dc.relation.ispartofApplied Sciences-Baselen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectfield testsen_US
dc.subjectsoft clay soilen_US
dc.subjectgranular fill layeren_US
dc.subjectrockfill layeren_US
dc.subjectgeosyntheticsen_US
dc.subjectrepeated plate loading testsen_US
dc.titleEvaluation of Rockfill Stabilized-Geosynthetics Reinforced Road Base with Repeated Plate Loading Testsen_US
dc.typeArticleen_US

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