Sulfate resistance of mortars produced wi·th Granulated Blast Furnace and Steel Slag additive cements [Yüksek Firin ve Çeli·khane Cürufu katkili Çi·mentolarla üreti·len harçlarin sülfat dayanimi]

Granulated Blast Furnace (GBFS) and Steel Slag (SS) is waste materials that are released from iron and steel works. In addition to that their fields of recycling are limited, their storage are problematic. In this study, Portland cement with GBFS and SS additives were produced. It was also intended to determine the optimum mixture by mixing different ratios of GFBS and SS, first separately, then together. Finally, the cement, which was mixed with a ratio of 70% GBFS - 30% SS, was grinded with different fineness and the effect of fineness on sulfate resistance was investigated. Mortar specimens of the produced cements were cured in water and sulfate, and then compressive strengths of both mortars was compared. As a result, sulfate resistances of cements with GBFS and SS additives were found to be higher than those of the cements with no additives. It was also observed that slag mixture ratios and fineness had no effect on the sulfate resistance.

Dergi Adı Journal of the Faculty of Engineering and Architecture of Gazi University
Dergi Cilt Bilgisi 23
Dergi Sayısı 1
Sayfalar 1 - 8
Yayın Yılı 2008
Eser Adı
[dc.title]
Sulfate resistance of mortars produced wi·th Granulated Blast Furnace and Steel Slag additive cements [Yüksek Firin ve Çeli·khane Cürufu katkili Çi·mentolarla üreti·len harçlarin sülfat dayanimi]
Yazar
[dc.contributor.author]
Özkan Ö.
Yayın Yılı
[dc.date.issued]
2008
Yayın Türü
[dc.type]
article
Özet
[dc.description.abstract]
Granulated Blast Furnace (GBFS) and Steel Slag (SS) is waste materials that are released from iron and steel works. In addition to that their fields of recycling are limited, their storage are problematic. In this study, Portland cement with GBFS and SS additives were produced. It was also intended to determine the optimum mixture by mixing different ratios of GFBS and SS, first separately, then together. Finally, the cement, which was mixed with a ratio of 70% GBFS - 30% SS, was grinded with different fineness and the effect of fineness on sulfate resistance was investigated. Mortar specimens of the produced cements were cured in water and sulfate, and then compressive strengths of both mortars was compared. As a result, sulfate resistances of cements with GBFS and SS additives were found to be higher than those of the cements with no additives. It was also observed that slag mixture ratios and fineness had no effect on the sulfate resistance.
Kayıt Giriş Tarihi
[dc.date.accessioned]
2019-12-23
Açık Erişim Tarihi
[dc.date.available]
2019-12-23
Yayın Dili
[dc.language.iso]
tur
Konu Başlıkları
[dc.subject]
Composite portland cement
Konu Başlıkları
[dc.subject]
Granulated blast furnace slag
Konu Başlıkları
[dc.subject]
Physical properties
Konu Başlıkları
[dc.subject]
Steel slag
Konu Başlıkları
[dc.subject]
Sulfate resistance
Haklar
[dc.rights]
info:eu-repo/semantics/closedAccess
ISSN
[dc.identifier.issn]
1300-1884
İlk Sayfa Sayısı
[dc.identifier.startpage]
1
Son Sayfa Sayısı
[dc.identifier.endpage]
8
Dergi Adı
[dc.relation.journal]
Journal of the Faculty of Engineering and Architecture of Gazi University
Dergi Sayısı
[dc.identifier.issue]
1
Dergi Cilt Bilgisi
[dc.identifier.volume]
23
Tek Biçim Adres
[dc.identifier.uri]
https://hdl.handle.net/20.500.12628/7693
Görüntülenme Sayısı ( Şehir )
Görüntülenme Sayısı ( Ülke )
Görüntülenme Sayısı ( Zaman Dağılımı )
Görüntülenme
14
09.12.2022 tarihinden bu yana
İndirme
1
09.12.2022 tarihinden bu yana
Son Erişim Tarihi
11 Nisan 2024 20:17
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Tıklayınız
sulfate cements fineness additives cement resistance produced mixture different ratios effect investigated Mortar grinded Granulated specimens observed higher resistances result compared mortars strengths compressive materials addition released recycling (GBFS) Furnace fields limited Finally together separately
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