Please use this identifier to cite or link to this item: https://hdl.handle.net/11499/30067
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dc.contributor.authorÇelik, Sefer Beran-
dc.contributor.authorÇobanoğlu, İbrahim-
dc.date.accessioned2020-06-08T12:11:06Z
dc.date.available2020-06-08T12:11:06Z
dc.date.issued2019-
dc.identifier.issn1866-6280-
dc.identifier.urihttps://hdl.handle.net/11499/30067-
dc.identifier.urihttps://doi.org/10.1007/s12665-019-8567-7-
dc.description.abstractPrediction of physical and mechanical properties of rock materials using rebound-based hardness test methods is widely preferred in many fields of engineering and in the characterization of rock materials, because they are non-destructive, practical, and economical. In this study, 40 types of rocks with magmatic, metamorphic, and sedimentary origins, represented by travertine, limestone, marble, dolomite, granite, syenite, dunite, andesite, schist, gabbro, tuff, and ignimbrite were selected. First, dry unit weight (?d), open porosity (no), water absorption by weight (WAW), wide wheel abrasion (WA), and uniaxial compressive strength values were determined. After that, Shore C-2 scleroscope (HSC), L-type Schmidt hammer (HSL), and Leeb (HLD) rebound-based hardness tests were carried out on all samples, and then, hardness values by three methods were compared with the obtained parameters. The Leeb hardness test, which is more recent and innovative than the Shore and Schmidt hardness tests, was initially developed for metallic materials. However, the method has become increasingly popular in the determination of hardness of rock materials in laboratory as well as in field. In this study, the Leeb hardness test was found to be more useful due to its quick and precise measurement capabilities compared to Shore and Schmidt hardness tests. The results of the study reveal that the prediction of physical and mechanical properties of rocks can more precisely be determined by the HLD method than the HSL and HSC methods using the proposed equations. © 2019, Springer-Verlag GmbH Germany, part of Springer Nature.en_US
dc.language.isoenen_US
dc.publisherSpringer Verlagen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectLeeb hardnessen_US
dc.subjectNatural building stonesen_US
dc.subjectSchmidt hardnessen_US
dc.subjectShore hardnessen_US
dc.subjectUniaxial compressive strengthen_US
dc.subjectBuilding materialsen_US
dc.subjectCompressive strengthen_US
dc.subjectHardness testingen_US
dc.subjectLimeen_US
dc.subjectLimestoneen_US
dc.subjectMetamorphic rocksen_US
dc.subjectWater absorptionen_US
dc.subjectDry unit weighten_US
dc.subjectMetallic materialen_US
dc.subjectPhysical and mechanical propertiesen_US
dc.subjectPrecise measurementsen_US
dc.subjectHardnessen_US
dc.subjectbuilding stoneen_US
dc.subjectcompressive strengthen_US
dc.subjectconstruction materialen_US
dc.subjecthardnessen_US
dc.subjectmechanical propertyen_US
dc.subjectporosityen_US
dc.subjectrock mechanicsen_US
dc.subjecttesting methoden_US
dc.titleComparative investigation of Shore, Schmidt, and Leeb hardness tests in the characterization of rock materialsen_US
dc.typeArticleen_US
dc.identifier.volume78en_US
dc.identifier.issue18en_US
dc.authorid0000-0003-1850-5229-
dc.identifier.doi10.1007/s12665-019-8567-7-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.scopus2-s2.0-85071778933en_US
dc.identifier.wosWOS:000484541100001en_US
dc.identifier.scopusqualityQ2-
dc.ownerPamukkale University-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextNo Fulltext-
item.grantfulltextnone-
crisitem.author.dept10.08. Geological Engineering-
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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