THE RESILIENT MODULUS OF HYBRID CONSTRUCTION AND DEMOLITION WASTES REINFORCED BY A GEOGRID
dc.contributor.author | Sarici, Talha | |
dc.contributor.author | Ok, Bahadir | |
dc.contributor.author | Mert, Aykan | |
dc.contributor.author | Comez, Senol | |
dc.date.accessioned | 2024-08-04T20:53:43Z | |
dc.date.available | 2024-08-04T20:53:43Z | |
dc.date.issued | 2022 | |
dc.department | İnönü Üniversitesi | en_US |
dc.description.abstract | The use of construction and demolition wastes (C&D) in engineering applications is an important development for better sustainability. The main objective of this study, therefore, was to increase the use of C&D by improving their engineering behaviour. For this purpose, two methods were employed in this study: first, adding the virgin aggregates (VA) to the C&D, called hybrid C&D (C&D-VA), and second, reinforcing the C&D with a geogrid material. Test samples were prepared in six groups.The first three test groups were prepared with C&D, VA and C&D-VA. The other three test groups were formed with geogrid-reinforced C&D, VA and C&D-VA. Firstly, for the strength characteristics of the samples, the unconfined compressive strength and the California bearing ratio values were obtained with large-scale experiments. Subsequently, for the resilient behaviour of the samples, the resilient modulus values were determined using a large-scale triaxial test device. Consequently, some significant improvements were achieved via the methods employed in this study. In addition, it was observed that the best reinforcement effect for the C&D occurred when the geogrid was used and the VA was added to the C&D. | en_US |
dc.identifier.doi | 10.18690/actageotechslov.19.2.2-14.2022 | |
dc.identifier.endpage | 14 | en_US |
dc.identifier.issn | 1854-0171 | |
dc.identifier.issue | 2 | en_US |
dc.identifier.scopus | 2-s2.0-85159575069 | en_US |
dc.identifier.scopusquality | Q4 | en_US |
dc.identifier.startpage | 2 | en_US |
dc.identifier.uri | https://doi.org/10.18690/actageotechslov.19.2.2-14.2022 | |
dc.identifier.uri | https://hdl.handle.net/11616/101357 | |
dc.identifier.volume | 19 | en_US |
dc.identifier.wos | WOS:001170921300001 | en_US |
dc.identifier.wosquality | Q4 | en_US |
dc.indekslendigikaynak | Web of Science | en_US |
dc.indekslendigikaynak | Scopus | en_US |
dc.language.iso | en | en_US |
dc.publisher | Univ Maribor | en_US |
dc.relation.ispartof | Acta Geotechnica Slovenica | en_US |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | construction and demolition waste | en_US |
dc.subject | Geogrid | en_US |
dc.subject | geotechnical | en_US |
dc.subject | engineering | en_US |
dc.subject | sustainability | en_US |
dc.subject | resilient modulus | en_US |
dc.subject | waste | en_US |
dc.subject | management | en_US |
dc.title | THE RESILIENT MODULUS OF HYBRID CONSTRUCTION AND DEMOLITION WASTES REINFORCED BY A GEOGRID | en_US |
dc.type | Article | en_US |