Investigation of the construction and demolition materials reinforced by geosynthetics

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dc.authoridTALASLIOGLU, Tugrul/0000-0002-8075-4130
dc.authoridOK, BAHADIR/0000-0001-8333-5671
dc.authoridDemir, Ahmet/0000-0003-3559-8113
dc.authoridSARICI, TALHA/0000-0001-8488-5851
dc.contributor.authorOk, Bahadir
dc.contributor.authorSarici, Talha
dc.contributor.authorDemir, Ahmet
dc.contributor.authorTalaslioglu, Tugrul
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2025-01-06T17:45:06Z
dc.date.available2025-01-06T17:45:06Z
dc.date.issued2023
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.
dc.identifier.doi10.1680/jensu.22.00077
dc.identifier.endpage298
dc.identifier.issn1478-4629
dc.identifier.issn1751-7680
dc.identifier.issue5
dc.identifier.scopus2-s2.0-85146302476
dc.identifier.scopusqualityQ2
dc.identifier.startpage285
dc.identifier.urihttps://doi.org/10.1680/jensu.22.00077
dc.identifier.urihttps://hdl.handle.net/20.500.14669/3306
dc.identifier.volume176
dc.identifier.wosWOS:000907117600001
dc.identifier.wosqualityQ3
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherEmerald Group Publishing Ltd
dc.relation.ispartofProceedings of The Institution of Civil Engineers-Engineering Sustainability
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_20241211
dc.subjectRecycled Concrete Aggregate
dc.subjectUnpaved Roads
dc.subjectBearıng Capacıty
dc.subjectAsphalt Pavement
dc.subjectWaste
dc.subjectPerformance
dc.subjectResponses
dc.subjectStrength
dc.subjectStabılızatıon
dc.subjectBehavıor
dc.titleInvestigation of the construction and demolition materials reinforced by geosynthetics
dc.typeArticle

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