Investigation of the construction and demolition materials reinforced by geosynthetics

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dc.authoridOK, Bahadir/0000-0001-8333-5671
dc.authoridSARICI, TALHA/0000-0001-8488-5851
dc.authoridDemir, Ahmet/0000-0003-3559-8113
dc.authorwosidOK, Bahadir/IWV-1022-2023
dc.contributor.authorOk, Bahadir
dc.contributor.authorSarici, Talha
dc.contributor.authorDemir, Ahmet
dc.contributor.authorTalaslioglu, Tugrul
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2024-08-04T20:53:21Z
dc.date.available2024-08-04T20:53:21Z
dc.date.issued2023
dc.departmentİnönü Üniversitesien_US
dc.description.abstractMany researchers suggest using construction and demolition materials in engineering applications (C & D) rather than virgin aggregates (VA). However, the engineering properties of the C & D tend to be poorer than those of the VA. This study presents the results of plate loading tests performed on unpaved roads with the C & D, reinforced by different types of geosynthetics on the soft subgrade. As part of these tests, the effects of some geosynthetics' parameters such as (1) the embedment depth, (2) height and pocket opening of geocell, (3) the embedment depths and number of geogrids, (4) the distance between geogrids, and (5) the stiffness of geotextile on the bearing capacity of the unpaved road were investigated. Besides, the same plate loading test was also conducted on an unpaved road built by the VA. As a result of this study, although the performance of the C & D was determined to be less than that of the VA, it was concluded that the C & D performed well enough to be used as an alternative to the VA on unpaved roads. Besides, with a very small number of geosynthetics, it was determined that the C & D could have a better performance than that of the VA.en_US
dc.identifier.doi10.1680/jensu.22.00077
dc.identifier.endpage298en_US
dc.identifier.issn1478-4629
dc.identifier.issn1751-7680
dc.identifier.issue5en_US
dc.identifier.scopus2-s2.0-85146302476en_US
dc.identifier.scopusqualityQ3en_US
dc.identifier.startpage285en_US
dc.identifier.urihttps://doi.org/10.1680/jensu.22.00077
dc.identifier.urihttps://hdl.handle.net/11616/101117
dc.identifier.volume176en_US
dc.identifier.wosWOS:000907117600001en_US
dc.identifier.wosqualityQ3en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherEmerald Group Publishing Ltden_US
dc.relation.ispartofProceedings of The Institution of Civil Engineers-Engineering Sustainabilityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectRecycled Concrete Aggregateen_US
dc.subjectUnpaved Roadsen_US
dc.subjectBearing Capacityen_US
dc.subjectAsphalt Pavementen_US
dc.subjectWasteen_US
dc.subjectPerformanceen_US
dc.subjectResponsesen_US
dc.subjectStrengthen_US
dc.subjectStabilizationen_US
dc.subjectBehavioren_US
dc.titleInvestigation of the construction and demolition materials reinforced by geosyntheticsen_US
dc.typeArticleen_US

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