Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/51049
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dc.contributor.authorKolgitti, Tufan-
dc.contributor.authorÇelik, Sefer Beran-
dc.date.accessioned2023-06-13T19:08:09Z-
dc.date.available2023-06-13T19:08:09Z-
dc.date.issued2022-
dc.identifier.issn1866-6280-
dc.identifier.issn1866-6299-
dc.identifier.urihttps://doi.org/10.1007/s12665-022-10661-w-
dc.identifier.urihttps://hdl.handle.net/11499/51049-
dc.description.abstractIn this study, the usability of the wide wheel abrasion test -(W-A) on rock cores using a newly designed core holder apparatus is investigated. The -WA test which has been proposed to determine the abrasion resistance of rocks used as natural building stones is carried out on only prismatic samples. In the design of rock engineering structures such as tunnels, dams and investigations for various purposes, samples are supplied as cylindrical cores from exploration drillings. The applicability of this test on cylindrical samples is the scope of this study. Physical and mechanical properties of nine types of rock materials are determined on these core samples in accordance with the relevant standards and suggested methods. In the context of this study, core samples with average diameters of 26.76, 39.72, 47.80, 58.16 and 67.51 mm were prepared. After that, the wide wheel abrasion tests on core samples (I-A) were carried out. It is obvious that the abrasion values obtained on samples with different diameters will differ. To overcome this uncertainty applying core abrasion test on samples with 50 mm diameter is suggested and it is proposed as core abrasion index (IA-50). If needed, applicability of IA- 50 test on half-cut cores (IA-HC) was also investigated, and significant linear correlation was obtained. IA- 50 values were correlated with rock material parameters and significant relationships were proposed. It is believed that practical, economical, and non- destructive determination of IA- 50 values will be effective to make the approach more widespread, and it will be useful in various rock engineering applications as a new parameter.en_US
dc.description.sponsorshipPamukkale University Scientific Research Projects Coordination Unit [2021FEBE028]en_US
dc.description.sponsorshipThis study was financially supported by Pamukkale University Scientific Research Projects Coordination Unit under a project (2021FEBE028) and this support is gratefully acknowledged. The authors wish to thank Prof. Dr. Tamer Koralay for his contribution in petrographic analyses.en_US
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.relation.ispartofEnvironmental Earth Sciencesen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCore abrasion indexen_US
dc.subjectThe wide wheel abrasion testen_US
dc.subjectRock materialen_US
dc.subjectCore samplesen_US
dc.subjectUnconfined Compressive Strengthen_US
dc.subjectIndex Caien_US
dc.subjectCercharen_US
dc.subjectMethodologyen_US
dc.subjectPredictionen_US
dc.subjectCaponen_US
dc.subjectUcsen_US
dc.titleInvestigation of the usability of wide wheel abrasion test on rock core samplesen_US
dc.typeArticleen_US
dc.identifier.volume81en_US
dc.identifier.issue23en_US
dc.departmentPamukkale Universityen_US
dc.identifier.doi10.1007/s12665-022-10661-w-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57855953700-
dc.authorscopusid24175520800-
dc.identifier.scopus2-s2.0-85142933461en_US
dc.identifier.wosWOS:000971932200001en_US
dc.institutionauthor-
dc.identifier.scopusqualityQ2-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
item.fulltextNo Fulltext-
item.languageiso639-1en-
item.grantfulltextnone-
item.cerifentitytypePublications-
crisitem.author.dept10.08. Geological Engineering-
Appears in Collections:Mühendislik Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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