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The Effect of Mineral Admixtures on Freeze-Thaw Resistance of Self-Compacting Lightweight Concrete with Pumice Aggregate

Year 2021, Volume: 8 Issue: 1, 94 - 101, 31.01.2021
https://doi.org/10.31202/ecjse.778058

Abstract

In this study, 13 different self-compacting lightweight concrete specimens with pumice aggregate was produced with fly ash, silica fume, perlite powder and pumice powder as mineral admixtures. Mineral admixtures such that silica fume, fly ash, pumice powder and pumice powder were tried single, double and triple combinations. Control specimens was prepared with viscosity modifiers chemical additive. Compacting ability and freezing-thawing performance of all mixtures were investigated. Fresh unit weight of prepared mixture was 1900-2000 g/dm3. All of the series have been self-compatibility properties. The results showed that workability of hybrid mineral admixture was better than single using or without mineral admixtures. The compressive strength of self-compacting lightweight concretes with mineral admixtures was decreased after that freezing and thawing cycles.

References

  • [1] Doğan, H. ve Şener F., 2004, Hafif Yapı Malzemeleri, Türkiye Jeoloji Mühendisleri Odası Haber Bülteni, 1, 51-53.
  • [2] Borat, M., 1992, Türkiye Diyatomitlerinin Özellikleri ve Filtrasyon Karakteristikleri, İTÜ, Fen bilimleri Enst.Doktora tezi.
  • [3] Gonen, T., 2009, Investigation of Properties of Durability and Mechanical of Self Compacting Structural Concrete, PhD Thesis, Firat University, Elazig, Turkey (in Turkish).
  • [4] Gonen T. And Yazicioglu, S. 2010, Influence of curing conditions and aggregate type on mechanical properties of self compacting structural lightweight concrete,
  • [5] Turkmen, I., Kantarcı, A., 2006. Effects of expanded perlite aggregate and different curing conditions on the drying shrinkage of self-compacting concretes. Indian Journal of Engineering and Materials Sciences 13, 253–258.
  • [6] Topçu, I.B. Uygunoğlu T., Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC) , Construction and Building Materials, Volume 24, Issue 7, July 2010, Pages 1286-1295
  • [7] Choi YW, Kim YJ, Shin HC, Moon HY. An experimental research on the fluidity and mechanical properties of high-strength lightweight self-compacting concrete. Cem Concr Res 2006;36(9):1595–602.
  • [8] Lo TY, Tang PWC, Cui HZ, Nadeem A. Comparison of workability and mechanical properties of self-compacting lightweight concrete and normal self-compacting concrete. Mater Res Innov 2007;11(1):45–50.
  • [9] Hwang CL, Hung MF. Durability design and performance of self-consolidating lightweight concrete. Constr Build Mater 2005;19(8):619–26.
  • [10] EFNARC 2005, Specifications and Guidelines for Self-Compacting Concrete, The European Federation of Specialist Construction Chemicals and Concrete Systems.
  • [11] EFNARC 2002, “Specifications and Guidelines for Self-Compacting Concrete”, The European Federation of Specialist Construction Chemicals and Concrete Systems
  • [12] Jansen, D.J., 2002, Requirements for a test of frost resistance of concrete, Frost resistance of concrete, edited by Setzer, Auberg and Keck, RILEM Proceeding PRO24, Germany.
  • [13] Hale, W.M., Freyne, S.F. and Russell, B.W., 2009, Examining the frost resistance of high performance concrete, Construction and Building Materials 23, 878–888
  • [14] Topçu, İ.B. ve Canbaz, M., 2004, Silis dumanlı betonlarda donma çözülme etkisinin incelenmesi, Beton 2004 Kongresi, 367-375

Pomza Agregalı Kendiliğinden Yerleşen Hafif Betonların Donma Çözülme Direncine Mineral Katkıların Etkisi

Year 2021, Volume: 8 Issue: 1, 94 - 101, 31.01.2021
https://doi.org/10.31202/ecjse.778058

Abstract

Bu çalışmada, mineral katkı olarak uçucu kül, silis dumanı, toz perlit ve pomza tozu olmak üzere 4 farklı mineral katkının kullanıldığı 13 farklı pomza agregalı kendiliğinden yerleşen hafif beton (KYHB) üretilmiştir. Uçucu kül ve silis dumanının tekli kullanıldığı karışımlardan farklı olarak ikili ve üçlü kombinasyonla da denenmiştir. Üretilen bu karışımların kendiliğinden yerleşe bilirlikleri ile donma çözülme dirençleri incelenmiş ve bu özellikler, viskosite arttırıcı kimyasal katkı ile üretilen KYHB ile kıyaslanmıştır. Deney öncesi ve sonrasında numunelerin ultra ses hızları ölçülerek dinamik elastisite modülleri hesaplanmış ve aynı numuneler üzerinde basınç dayanımı deneyleri yapılmıştır. Hazırlanan karışımların taze beton birim hacim ağırlıkları 1900-2000 g/dm3 arasında değişmiştir. Tüm seriler kendiliğinden yerleşe bilirlik kriterlerini sağlamıştır. Elde edilen sonuçlar KYB özellikleri açısından yeterli olsa da UK’ün yanında bir başka mineral katkının daha kullanılması ayrışma direnci daha iyi karışımların elde edilmesini sağlamıştır. Mineral katkılar bir miktar basınç dayanımını artırmakla birlikte donma çözülme çevrimler sonrasında daha fazla dayanım kaybına uğramıştır.

References

  • [1] Doğan, H. ve Şener F., 2004, Hafif Yapı Malzemeleri, Türkiye Jeoloji Mühendisleri Odası Haber Bülteni, 1, 51-53.
  • [2] Borat, M., 1992, Türkiye Diyatomitlerinin Özellikleri ve Filtrasyon Karakteristikleri, İTÜ, Fen bilimleri Enst.Doktora tezi.
  • [3] Gonen, T., 2009, Investigation of Properties of Durability and Mechanical of Self Compacting Structural Concrete, PhD Thesis, Firat University, Elazig, Turkey (in Turkish).
  • [4] Gonen T. And Yazicioglu, S. 2010, Influence of curing conditions and aggregate type on mechanical properties of self compacting structural lightweight concrete,
  • [5] Turkmen, I., Kantarcı, A., 2006. Effects of expanded perlite aggregate and different curing conditions on the drying shrinkage of self-compacting concretes. Indian Journal of Engineering and Materials Sciences 13, 253–258.
  • [6] Topçu, I.B. Uygunoğlu T., Effect of aggregate type on properties of hardened self-consolidating lightweight concrete (SCLC) , Construction and Building Materials, Volume 24, Issue 7, July 2010, Pages 1286-1295
  • [7] Choi YW, Kim YJ, Shin HC, Moon HY. An experimental research on the fluidity and mechanical properties of high-strength lightweight self-compacting concrete. Cem Concr Res 2006;36(9):1595–602.
  • [8] Lo TY, Tang PWC, Cui HZ, Nadeem A. Comparison of workability and mechanical properties of self-compacting lightweight concrete and normal self-compacting concrete. Mater Res Innov 2007;11(1):45–50.
  • [9] Hwang CL, Hung MF. Durability design and performance of self-consolidating lightweight concrete. Constr Build Mater 2005;19(8):619–26.
  • [10] EFNARC 2005, Specifications and Guidelines for Self-Compacting Concrete, The European Federation of Specialist Construction Chemicals and Concrete Systems.
  • [11] EFNARC 2002, “Specifications and Guidelines for Self-Compacting Concrete”, The European Federation of Specialist Construction Chemicals and Concrete Systems
  • [12] Jansen, D.J., 2002, Requirements for a test of frost resistance of concrete, Frost resistance of concrete, edited by Setzer, Auberg and Keck, RILEM Proceeding PRO24, Germany.
  • [13] Hale, W.M., Freyne, S.F. and Russell, B.W., 2009, Examining the frost resistance of high performance concrete, Construction and Building Materials 23, 878–888
  • [14] Topçu, İ.B. ve Canbaz, M., 2004, Silis dumanlı betonlarda donma çözülme etkisinin incelenmesi, Beton 2004 Kongresi, 367-375
There are 14 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Makaleler
Authors

Tahir Gönen 0000-0003-1688-8916

Salih Yazıcıoğlu 0000-0002-6767-2026

Publication Date January 31, 2021
Submission Date August 7, 2020
Acceptance Date November 2, 2020
Published in Issue Year 2021 Volume: 8 Issue: 1

Cite

IEEE T. Gönen and S. Yazıcıoğlu, “Pomza Agregalı Kendiliğinden Yerleşen Hafif Betonların Donma Çözülme Direncine Mineral Katkıların Etkisi”, El-Cezeri Journal of Science and Engineering, vol. 8, no. 1, pp. 94–101, 2021, doi: 10.31202/ecjse.778058.
Creative Commons License El-Cezeri is licensed to the public under a Creative Commons Attribution 4.0 license.
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