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dc.contributor.authorTeymen, A.
dc.contributor.authorÖZDEMİR, METİN
dc.contributor.authorBilim, C.
dc.contributor.authorÖZCAN, Fatih
dc.contributor.authorATİŞ, CENGİZ DURAN
dc.contributor.authorKARAHAN, ÖKKEŞ İBRAHİM
dc.contributor.authorKILIÇ, ALAETTİN
dc.date.accessioned2021-03-02T22:23:30Z
dc.date.available2021-03-02T22:23:30Z
dc.date.issued2008
dc.identifier.citationKILIÇ A., ATİŞ C. D. , Teymen A., KARAHAN Ö. İ. , ÖZCAN F., Bilim C., ÖZDEMİR M., "The influence of aggregate type on the strength and abrasion resistance of high strength concrete", CEMENT & CONCRETE COMPOSITES, cilt.30, sa.4, ss.290-296, 2008
dc.identifier.issn0958-9465
dc.identifier.othervv_1032021
dc.identifier.otherav_0c6dc7bc-6a73-4501-a842-cfb91c13ae5c
dc.identifier.urihttp://hdl.handle.net/20.500.12627/14004
dc.identifier.urihttps://doi.org/10.1016/j.cemconcomp.2007.05.011
dc.description.abstractThis paper examines the influence of aggregate type on the strength characteristics and abrasion resistance of high strength silica fume concrete. Five different aggregate types (gabbro, basalt, quartsite, limestone and sandstone) were used to produce high strength concrete containing silica fume. Silica fume replacement ratio with cement was 15% on a mass basis. Water-binder ratio was 0.35. The amount of hyperplasticizer was 4% of the binder content by mass. Gabbro concrete showed the highest compressive and flexural tensile strength and abrasion resistance, while sandstone showed the lowest compressive and flexural tensile strength and abrasion resistance. High abrasion resistant aggregate produced a concrete with high abrasion resistance.
dc.language.isoeng
dc.subjectMühendislik
dc.subjectİNŞAAT VE YAPI TEKNOLOJİSİ
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMALZEME BİLİMİ, KOMPOZİTLER
dc.subjectMalzeme Bilimi
dc.subjectİnşaat Mühendisliği
dc.subjectYapı
dc.subjectMühendislik ve Teknoloji
dc.titleThe influence of aggregate type on the strength and abrasion resistance of high strength concrete
dc.typeMakale
dc.relation.journalCEMENT & CONCRETE COMPOSITES
dc.contributor.departmentErciyes Üniversitesi , Mühendislik Fakültesi , İnşaat Mühendisliği
dc.identifier.volume30
dc.identifier.issue4
dc.identifier.startpage290
dc.identifier.endpage296
dc.contributor.firstauthorID58128


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