The effect of rock classes on the relation between uniaxial compressive strength and point load index

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dc.authorid0000-0001-7903-143X
dc.contributor.authorKahraman, S.
dc.contributor.authorGunaydin, O.
dc.date.accessioned2019-08-01T13:38:39Z
dc.date.available2019-08-01T13:38:39Z
dc.date.issued2009
dc.departmentNiğde ÖHÜ
dc.description.abstractUniaxial compressive strength and point load tests were carried out on 17 igneous, 16 metamorphic and 19 sedimentary rocks and the values correlated with their I (s) values. The influence of the different rock type was investigated using regression analysis and the derived equations were statistically tested. Although the derived equation for all data is significant, the data points are scattered and the coefficient of correlation is not strong. However, when the regression analysis was repeated for igneous, metamorphic and sedimentary rocks respectively, the data were less scattered and stronger correlation coefficients were obtained.
dc.description.sponsorshipTurkish Academy of Sciences [EA-TUBA-GEBIP/2001-1-1]
dc.description.sponsorshipThis work has been partially supported by the Turkish Academy of Sciences, in the framework of the Young Scientist Award Program (EA-TUBA-GEBIP/2001-1-1).
dc.identifier.doi10.1007/s10064-009-0195-0
dc.identifier.endpage353
dc.identifier.issn1435-9529
dc.identifier.issue3
dc.identifier.scopus2-s2.0-68249158247
dc.identifier.scopusqualityQ1
dc.identifier.startpage345
dc.identifier.urihttps://dx.doi.org/10.1007/s10064-009-0195-0
dc.identifier.urihttps://hdl.handle.net/11480/5031
dc.identifier.volume68
dc.identifier.wosWOS:000268294800007
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.institutionauthor[0-Belirlenecek]
dc.language.isoen
dc.publisherSPRINGER HEIDELBERG
dc.relation.ispartofBULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.subjectUniaxial compressive strength
dc.subjectPoint load index
dc.subjectRock classes
dc.titleThe effect of rock classes on the relation between uniaxial compressive strength and point load index
dc.typeArticle

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