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dc.contributor.authorErzin, Yusuf
dc.contributor.authorYilmaz, Isik
dc.date.accessioned2019-07-27T12:10:23Z
dc.date.accessioned2019-07-28T10:15:34Z
dc.date.available2019-07-27T12:10:23Z
dc.date.available2019-07-28T10:15:34Z
dc.date.issued2008
dc.identifier.issn1435-9529
dc.identifier.urihttps://dx.doi.org/10.1007/s10064-007-0111-4
dc.identifier.urihttps://hdl.handle.net/20.500.12418/10431
dc.descriptionWOS: 000252872300010en_US
dc.description.abstractParticle breakage occurs when the stresses imposed on soil particles exceed their strength. In order to determine the crushing resistance, Anatolian sands were collected from three different locations in Turkey. Mineralogical, particle shape and size characteristics were first determined by laboratory testing and compaction and triaxial tests then undertaken. Particle breakage factors were calculated from the initial and final gradations of the samples. It was noted that the sample containing a third calcite experienced higher particle breakage.en_US
dc.language.isoengen_US
dc.publisherSPRINGER HEIDELBERGen_US
dc.relation.isversionof10.1007/s10064-007-0111-4en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectcrushingen_US
dc.subjectdensityen_US
dc.subjectmineral compositionen_US
dc.subjectsanden_US
dc.subjectbreakage factoren_US
dc.titleA case study of crushing resistance of Anatolian sands at lower and higher densityen_US
dc.typearticleen_US
dc.relation.journalBULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENTen_US
dc.contributor.department[Yilmaz, Isik] Cumhuriyet Univ, Fac Engn, Dept Geol Engn, TR-58040 Sivas, Turkey -- [Erzin, Yusuf] Celal Bayar Univ, Fac Engn, Dept Civil Engn, TR-45140 Manisa, Turkeyen_US
dc.identifier.volume67en_US
dc.identifier.issue1en_US
dc.identifier.endpage77en_US
dc.identifier.startpage71en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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