Atık mermer tozu ile zemin stabilizasyonunun mekanistik-amprik tasarım yöntemine göre incelenmesi

Basit Öğe Kaydı
dc.authorscopusid7801543390
dc.authorscopusid58889908000
dc.authorscopusid55918583700
dc.contributor.authorKaraşahin, Mustafa
dc.contributor.authorYıldız, Ahmet Hüsrev
dc.contributor.authorTaciroğlu, Murat Vergi
dc.date.accessioned2024-09-11T19:57:39Z
dc.date.available2024-09-11T19:57:39Z
dc.date.issued2024
dc.departmentİstanbul Gelişim Üniversitesien_US
dc.description.abstractMarble waste has become a critical environmental issue worldwide due to the increase in the use of marble. Nowadays, where sustainability is essential, such wastes are used for various purposes in construction works. The main contribution to sustainability is the reuse of marble waste. In the experimental and computational study, the usability of three different waste marble powders as soil stabilization material was investigated. In the experimental part of the study, waste marble powders were added to the CL type of two different clay soils at 0-10-20-30 and 40% rates. The changes in the strength properties of the stabilized soil were monitored by Atterberg limits, standard Proctor compression, shear box, and California Bearing Ratio (CBR) tests. In the computational part, while the effects of stabilization made using CBR and AASHTO-93 methods on pavement thickness were determined, the contribution of marble powder improvement to the fatigue life of the pavement was investigated in compliance with the Mechanistic-Empirical design method with KENPAVE software. The test results showed that the strength properties of low plasticity clays stabilized with marble dust wastes improved. With CBR and AASHTO-93 methods, it has been calculated that this improvement can reduce the required pavement thickness, and hundreds of cubic meters of material can be saved in highway construction with a reduction in the number of SN. Calculations made by the Mechanistic-Empirical method also predict that the critical rutting life of the pavement can increase up to 86% on average with the stabilization of waste marble dust. © 2024 Gazi Universitesi. All rights reserved.en_US
dc.description.sponsorshipTürkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAK, (105M-019); Türkiye Bilimsel ve Teknolojik Araştırma Kurumu, TÜBİTAKen_US
dc.description.sponsorshipThis research was supported by the Scientific and Technological Research Council of Turkey (TÜBİTAK) [grant numbers 105M-019].en_US
dc.identifier.doi10.17341/gazimmfd.1125457
dc.identifier.endpage1636en_US
dc.identifier.issn1300-1884en_US
dc.identifier.issue3en_US
dc.identifier.scopus2-s2.0-85185226222en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage1621en_US
dc.identifier.urihttps://doi.org/10.17341/gazimmfd.1125457
dc.identifier.urihttps://hdl.handle.net/11363/8326
dc.identifier.volume39en_US
dc.identifier.wosqualityQ3
dc.indekslendigikaynakScopusen_US
dc.language.isotren_US
dc.publisherGazi Universitesien_US
dc.relation.ispartofJournal of the Faculty of Engineering and Architecture of Gazi Universityen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.snmz20240903_Gen_US
dc.subjecthighway pavement thickness; KENPAVE; mechanical-emprical design; soil stabilization; Waste marble powderen_US
dc.titleAtık mermer tozu ile zemin stabilizasyonunun mekanistik-amprik tasarım yöntemine göre incelenmesien_US
dc.title.alternativeInvestigation of soil stabilization with waste marble powder according to mechanistic-empirical design methoden_US
dc.typeArticleen_US

Dosyalar

Orijinal paket
Listeleniyor 1 - 1 / 1
Küçük Resim
İsim:
Makale / Article
Boyut:
804.48 KB
Biçim:
Adobe Portable Document Format
İndir

Koleksiyon

Scopus İndeksli Yayınlar Koleksiyonu
TR-Dizin İndeksli Yayınlar Koleksiyonu
WoS İndeksli Yayınlar Koleksiyonu