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dc.contributor.authorKilinckale, Fahriye
dc.date.accessioned2021-03-05T17:17:23Z
dc.date.available2021-03-05T17:17:23Z
dc.date.issued1997
dc.identifier.citationKilinckale F., "The effect of MgSO4 and HCl solutions on the strength and durability of pozzolan cement mortars", CEMENT AND CONCRETE RESEARCH, cilt.27, ss.1911-1918, 1997
dc.identifier.issn0008-8846
dc.identifier.othervv_1032021
dc.identifier.otherav_c4d187f4-87ae-4bb5-ad04-882eef758b68
dc.identifier.urihttp://hdl.handle.net/20.500.12627/130531
dc.identifier.urihttps://doi.org/10.1016/s0008-8846(97)00208-1
dc.description.abstractPozzolan cements are produced by adding pozzolans such as silica fume, rice husk ash, blast furnace slag, fly ash, trass in 20% replacement for Portland cement. On the 28th day of production, the produced specimens are stored in water, in MgSO4 . 7H(2)O (5%) solution and in HCl (pH = 2) solution. The strengths and weights were determined after the mortars are stored in solutions for 56 days. Compressive strengths of the mortars stored in water for 28 days are silica fume, rice husk ash, and control, 43.3, 40.1, and 31.0 MPa, respectively. The highest loss of compressive strength is 20% and the highest gain of weight is 4.2%, occurring in blast furnace slag mortar in MgSO4. (C) 1997 Elsevier Science Ltd.
dc.language.isoeng
dc.subjectMalzeme Bilimi
dc.subjectMühendislik ve Teknoloji
dc.subjectİnşaat Mühendisliği
dc.subjectYapı
dc.subjectMALZEME BİLİMİ, MULTIDISCIPLINARY
dc.subjectMühendislik, Bilişim ve Teknoloji (ENG)
dc.subjectMühendislik
dc.subjectİNŞAAT VE YAPI TEKNOLOJİSİ
dc.titleThe effect of MgSO4 and HCl solutions on the strength and durability of pozzolan cement mortars
dc.typeMakale
dc.relation.journalCEMENT AND CONCRETE RESEARCH
dc.contributor.departmentİstanbul Üniversitesi , Mühendislik Fakültesi , İnşaat Mühendisliği Bölümü
dc.identifier.volume27
dc.identifier.issue12
dc.identifier.startpage1911
dc.identifier.endpage1918
dc.contributor.firstauthorID14342


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