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Effect of Fly Ash and Ground Granulated Blast Furnace Slag on The Strength of Concrete Pavement

Year 2018, Volume 3, Issue 3, 278 - 285, 01.11.2018
https://doi.org/10.29187/jscmt.2018.31

Abstract

In this study, the effects of Fly Ash (FA) and Ground Granulated Furnace Slag (GGBFS) on design of concrete
pavement are investigated. It has been observed how these mineral additives change the 7 days compressive strength
and splitting tensile strength of the concrete pavement, the 28 days compressive strength, splitting tensile strength
and bending strength of concrete pavement. The cement dosage is 350 kg/m3 and water/cement ratio is 0.42. Three
concrete mixture are produced. The first concrete mixture does not contain FA and GGBFS (reference concrete).
The second concrete mixture contains 20 percent of the Portland cement is replaced with fly ash. Finally, the third
concrete contains GGBFS displaced at the rate of 20% with cement. Three different molds are used in experiments.
The first is cubic mold whose dimensions are 150 mm. The second is cylinder mold whose diameter and length are
150 mm and 300 mm, respectively. Finally, the third is beam mold whose dimension of cross-section and length are
150 mm x150 mm, and 550 mm, respectively. The study was carried out according to the Specifications of General
Directorate of Turkish Highways (GDTH) (2016).

References

  • 1. Karayolları Genel Müdürlüğü Beton Yol Kaplamaları Teknik Şartnamesi,(2016),P.1 2. Tokyay, M., Erdoğdu, K., (1998). ‘’Türkiye Termik Santrallerinden Elde Edilen Uçucu Küllerin Karakterizasyonu’’, TÇMB, Ankara 3. Aruntaş, H., (2006). ‘’Uçucu Küllerin İnşaat Sektöründe Kullanım Potansiyeli’’, Gazi Univ. Müh. Mim. Fak.Der. Cilt 21, No 1, 193-203, Ankara 4. Özturan T., ‘’Beton Üretiminde Uçucu Kül Kullanımının İrdelenmesi’’, BogaziçiUniv. 5. Taylor, P.C.; S.H. Kosmatka; G.F. Voigt; (2006). “Integrated Materials and Construction Practices for Concrete Pavements”, A State-of-the-Practice Manual. Ames, IA: National Concrete Pavement Technology Center, Iowa StateUniversity. 6. Carrasquillo, (1994).”Concrete Strength Testing. Significance Of Tests and Properties of Concrete Making Materials”

Year 2018, Volume 3, Issue 3, 278 - 285, 01.11.2018
https://doi.org/10.29187/jscmt.2018.31

Abstract

References

  • 1. Karayolları Genel Müdürlüğü Beton Yol Kaplamaları Teknik Şartnamesi,(2016),P.1 2. Tokyay, M., Erdoğdu, K., (1998). ‘’Türkiye Termik Santrallerinden Elde Edilen Uçucu Küllerin Karakterizasyonu’’, TÇMB, Ankara 3. Aruntaş, H., (2006). ‘’Uçucu Küllerin İnşaat Sektöründe Kullanım Potansiyeli’’, Gazi Univ. Müh. Mim. Fak.Der. Cilt 21, No 1, 193-203, Ankara 4. Özturan T., ‘’Beton Üretiminde Uçucu Kül Kullanımının İrdelenmesi’’, BogaziçiUniv. 5. Taylor, P.C.; S.H. Kosmatka; G.F. Voigt; (2006). “Integrated Materials and Construction Practices for Concrete Pavements”, A State-of-the-Practice Manual. Ames, IA: National Concrete Pavement Technology Center, Iowa StateUniversity. 6. Carrasquillo, (1994).”Concrete Strength Testing. Significance Of Tests and Properties of Concrete Making Materials”

Details

Primary Language English
Subjects Civil Engineering
Journal Section Articles
Authors

Fatih ACIKÖK This is me (Primary Author)
YILDIZ TECHNICAL UNIVERSITY
Türkiye

Publication Date November 1, 2018
Submission Date August 10, 2018
Published in Issue Year 2018, Volume 3, Issue 3

Cite

APA Acıkök, F. (2018). Effect of Fly Ash and Ground Granulated Blast Furnace Slag on The Strength of Concrete Pavement . Journal of Sustainable Construction Materials and Technologies , 3 (3) , 278-285 . DOI: 10.29187/jscmt.2018.31

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Journal of Sustainable Construction Materials and Technologies is open access journal under the CC BY-NC license  (Creative Commons Attribution 4.0 International License)

Based on a work at https://dergipark.org.tr/en/pub/jscmt

E-mail: jscmt@yildiz.edu.tr 


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