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Effect of cutter pick rake angle on the failure pattern of high-strength rocks

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dc.contributor.authorR.M. Göktan
dc.contributor.authorGöktan, R.M.
dc.date.accessioned2025-11-13T11:15:26Z
dc.date.issued1990-11-01
dc.identifier.doi10.1016/0167-9031(90)90981-w
dc.identifier.endpage285
dc.identifier.issn0167-9031
dc.identifier.issue3
dc.identifier.openalexW1999127356
dc.identifier.scopus2-s2.0-0025694172
dc.identifier.startpage281
dc.identifier.urihttps://hdl.handle.net/11421/6202
dc.identifier.urihttps://doi.org/10.1016/0167-9031(90)90981-w
dc.identifier.volume11
dc.language.isoen
dc.relation.ispartofMining Science and Technology
dc.rightsrestrictedAccess
dc.subjectRake angle
dc.subjectRake
dc.subjectUltimate tensile strength
dc.subjectGeology
dc.subjectCompressive strength
dc.subjectWork (physics)
dc.subjectMaterials science
dc.subjectStructural engineering
dc.subjectGeometry
dc.subjectComposite material
dc.subjectEngineering
dc.subjectMechanical engineering
dc.subjectMathematics
dc.subjectMetallurgy
dc.subjectMachining
dc.subject.sdg15
dc.titleEffect of cutter pick rake angle on the failure pattern of high-strength rocks
dc.typeArticle
dspace.entity.typePublication
local.authorid.openalexA5103014060

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