Geotechnical properties of recycled construction and demolition materials for filling applications

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dc.authoridSARICI, TALHA/0000-0001-8488-5851
dc.authoridOK, Bahadir/0000-0001-8333-5671
dc.authoridYildiz, Abdulazim/0000-0002-6755-1902
dc.authorwosidSARICI, TALHA/ABG-8638-2020
dc.authorwosidOK, Bahadir/IWV-1022-2023
dc.contributor.authorOk, Bahadir
dc.contributor.authorSarici, Talha
dc.contributor.authorTalaslioglu, Tugrul
dc.contributor.authorYildiz, Abdulazim
dc.date.accessioned2024-08-04T20:47:24Z
dc.date.available2024-08-04T20:47:24Z
dc.date.issued2020
dc.departmentİnönü Üniversitesien_US
dc.description.abstractModern societies make a hard effort to improve the sustainability of resources due to enhanced environmental sensitivities in nowadays. This paper investigates the usability of recycled construction and demolition materials as an alternative to virgin aggregates in geotechnical applications such as the filling. The physical and geotechnical properties of recycled construction and demolition materials were determined by laboratory tests (i.e. sieve test, flatness test, Los Angeles abrasion test, water absorption test, pycnometer test, modified compaction test, California bearing ratio test, unconfined compressive strength test and resilient modulus test) and a comprehensive laboratory evaluation was carried out. Moreover, similar tests were conducted with a type of high quality virgin aggregate material frequently used in fillings. The results of the tests conducted on construction and demolition materials were compared with results of the tests conducted on both virgin aggregate and different recycled aggregates which are accepted as an alternative to virgin aggregates used in the filling in the literature. Results of the tests conducted on construction and demolition materials were also evaluated according to the limit values in technical specifications of highway administrations of various countries. As a result of this study, it has been concluded that construction and demolition materials can be a good alternative to virgin aggregate used in the filling provided that it is taken measure against excessive water absorption value.en_US
dc.identifier.doi10.1016/j.trgeo.2020.100380
dc.identifier.issn2214-3912
dc.identifier.scopus2-s2.0-85086640779en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.urihttps://doi.org/10.1016/j.trgeo.2020.100380
dc.identifier.urihttps://hdl.handle.net/11616/99355
dc.identifier.volume24en_US
dc.identifier.wosWOS:000559177200009en_US
dc.identifier.wosqualityQ2en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofTransportation Geotechnicsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectConstruction and demolition materialsen_US
dc.subjectGeotechnicalen_US
dc.subjectFillingsen_US
dc.subjectLaboratory testsen_US
dc.subjectRecyclingen_US
dc.titleGeotechnical properties of recycled construction and demolition materials for filling applicationsen_US
dc.typeArticleen_US

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