Journals / Erciyes Üniversitesi Fen Bilimleri Enstitüsü Fen Bilimleri Dergisi / 2026 / Cilt: 38 Sayı: 2

Effect of Different Volumes of Fly Ash on Strength and Microstructural Properties of theAir-entrained Cement Mortars Produced with Heat Curing

Farklı Hacimlerdeki Uçucu Külün Isı İle Kürlenen Hava Sürükleyici Katkılı Çimento Harçlarına Etkisi

Omeed Adwal Ali Ali(KONYA TEKNİK ÜNİVERSİTESİ)0000-0001-7535-7862
Oğuzhan Öztürk(Konya Technical University)0000-0003-3085-4528
Ülkü Sultan Keskin(KONYA TEKNİK ÜNİVERSİTESİ)0000-0002-9517-9116
Cengiz Atiş(ERCİYES ÜNİVERSİTESİ)0000-0003-3459-329X
Pages
280–291
Publication Date
2022-08-23
DOI
—
🏛️Bibliographic metadata and full text access for this article are provided via DergiPark.
DergiPark Record ↗
✨

AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Results indicate that using air-entraining admixture with 25% fly ash by weight of total cementitious materialsexhibited promising results in comparison with the heat-cured cement mortars thatdo not include air-entraining admixture.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:The nature of fly ash comprises residual carbon and the tendency ofinteraction between surfactants and carbon residue poses a problem for theperformance of cement-based materials.
📊
Key Findings & Data:To elaboratefurther on this issue, an experimental study was carried out to evaluate the effect ofair-entraining admixture on the different volumes of fly ash-bearing heat-curedcement mortars.
💡
Conclusion & Impact:Results indicate that using air-entraining admixture with 25% fly ash by weight of total cementitious materialsexhibited promising results in comparison with the heat-cured cement mortars thatdo not include air-entraining admixture.
🔬Design:Araştırma Makalesi
📍Scope:Comprehensive Sample
⚙️Variables:Hava sürükleyici katkı · Uçucu kül · Isı kürü

Abstract

The nature of fly ash comprises residual carbon and the tendency ofinteraction between surfactants and carbon residue poses a problem for theperformance of cement-based materials. Moreover, heat curing of concrete-likematerials may be more prone to such microstructural degradation. To elaboratefurther on this issue, an experimental study was carried out to evaluate the effect ofair-entraining admixture on the different volumes of fly ash-bearing heat-curedcement mortars. The mechanical properties of air-entrained cement mortarsincorporating fly ash were evaluated at different ages. A comparative investigationwas also performed with microstructural analysis. The interaction of carbonaceousmaterials and the air-entraining admixture was further discussed by taking accountof the mechanical and microstructural findings. Results indicate that using air-entraining admixture with 25% fly ash by weight of total cementitious materialsexhibited promising results in comparison with the heat-cured cement mortars thatdo not include air-entraining admixture. However, beyond 55% of fly ash by weightof total cementitious materials is not recommended for the air-entrained cementmortars produced with heat curing.

Özet

Uçucu külün doğası karbon kalıntısı içermektedir ve yüzey aktif maddeler ile karbon kalıntısı arasındaki etkileşim çimento esaslı malzemelerin performansı için sorun teşkil etmektedir. Buna ek olarak, beton gibi malzemelerin ısı ile kür edilmesi bu tip mikro yapısal bozulmayı daha açık hale getirebilir. Bu konuyu daha fazla detaylandırmak üzere, hava sürükleyici katkı maddesinin, farklı hacimlerde uçucu kül içeren ısı kürü ile kür edilmiş çimento harçları üzerindeki etkisi deneysel bir çalışma ile incelenmiştir. Uçucu kül içeren hava sürükleyici katkılı çimento harçlarının mekanik özellikleri farklı yaşlarda değerlendirilmiştir. Karşılaştırmalı araştırma ayrıca mikro yapısal analizlerle de gerçekleştirilmiştir. Karbon esaslı malzemelerin ve hava sürükleyici katkı maddesinin etkileşimi mekanik ve mikro yapısal bulgular dikkate alınarak ayrıntılı olarak tartışılmıştır. Sonuçlar, hava sürükleyici katkı maddesi ile toplam bağlayıcı malzeme ağırlığınca %25 uçucu kül kullanılmasının, hava sürükleyici katkı içermeyen ısı ile kür edilmiş çimento harçlarına kıyasla olumlu olduğunu göstermektedir. Ancak ısı ile kür edilmiş ve hava sürükleyici katkı maddesi içeren çimento esaslı harçlarda uçucu külün %55’ten fazla kullanımı ise tavsiye edilmemektedir.

🔖

Cite This Article

Ali, O. A. A., Öztürk, O., Keskin, Ü. S., Atiş, C. (2022). Effect of Different Volumes of Fly Ash on Strength and Microstructural Properties of theAir-entrained Cement Mortars Produced with Heat Curing. Erciyes Üniversitesi Fen Bilimleri Enstitüsü Fen Bilimleri Dergisi, Cilt: 38 Sayı: 2, 280–291. https://ajindex.com/articles/1266800

📄 Full Text PDF Viewer

📄

PDF görüntüleyici hazırlanıyor...

References (37)

  1. Chousidis N., RakantaaI E., Batisa J.G. Mechanical properties and durability performance of reinforced concrete containing fly ash. Construction and Building Materials 101:1, 810-817, 2015.
  2. Saha A.K. Effect of class F fly ash on the durability properties of concrete. Sustainable Environment Research 28 1: 25-31, 2018a.
  3. Nagrockienė D., Daugėla A Investigation into the properties of concrete modified with biomass combustion fly ash. Construction and Building Materials 174: 369-375, 2018.
  4. Nie Q., Zhou C., Li H., Shu X., Gong H., Huang B. Numerical simulation of fly ash concrete under sulfate attack. Construction and Building Materials 84:1, 261-268, 2015.
  5. Saha A.K., Khan M.N.N., Sarker P.K., Shaikh F.A., Pramanik A. The ASR mechanism of reactive aggregates in concrete and its mitigation by fly ash: A critical review. Construction and Building Materials 171, 743-758, 2018b.
  6. Lopez-Calvoa, H.Z., Montes-Garcíab P., Jiménez-Quero V.G., Gómez-Barranco H., Bremner, T.W., Thomas M.D.AInfluence of crack width, cover depth and concrete quality on corrosion of steel in HPC containing corrosion inhibiting admixtures and fly ash. Cement and Concrete Composites 88: 200-210, 2018.
  7. Folliard K., Hover K., Harris N., Tyler Ley M., Naranjo A. Effects of Texas Fly Ash on Air-Entrainment in Concrete: Comprehensive Report. Center for Transportation Research. The University of Texas, USA, Report FHWA/TX-08/0-5207-1, 2009.
  8. Pedersen K.H., Jensen A.D., Skjøth-Rasmussen M.S., Dam-Johansen K. A review of the interference of carbon containing fly ash with air entrainment in concrete. Progress in Energy and Combustion Science 34 2: 135-154, 2008.
  9. Pedersen K.H., Jensen A.D., Dam-Johansen K. The effect of low-NOx combustion on residual carbon in fly ash and its adsorption capacity for air entrainment admixtures in concrete. Combustion and Flame 157 2: 208-216, 2010.
  10. Dąbrowski M., Glinicki M.A., Gibas K., Jóźwiak-Niedźwiedzka D. Effects of calcareous fly ash in blended cements on chloride ions migration and strength of air entrained concrete. Construction and Building Materials 126: 1044-1053, 2016.
  11. Du L., Folliard K. Mechanisms of air entrainment in concrete. Cement and Concrete Research 35, 8: 1463-1471, 2005.
  12. Hill R.L., Sarkar S.L., Rathbone R.F., Hower J.C. An examination of fly ash carbon and its interactions with air entraining agent. Cement and Concrete Research 27, 2: 193-204, 1997.
  13. Jolicoeur C., To T.C., Nguyen T.S., Zhang Z., Hill R., Page M. Sacrificial Admixtures for air entrainment in fly ash concrete, In proceeding of a conference on fly ash, silica fume, slag, and natural pozzolans in concrete and 9th International conference on recent advances in concrete Technology (V.M. Malhotra. (ed)), Warsaw, Poland, 299-318, 2007.
  14. Chari M.N., Shekarchi M., Sobhani J., Chari M.N. The effect of temperature on the moisture transfer coefficient of cement-based mortars: An experimental investigation. Construction and Building Materials 102 1: 306-317, 2016.
  15. Guelmine L. Hadjab H., Benazzouk A. Effect of elevated temperatures on physical and mechanical properties of recycled rubber mortar. Construction and Building Materials 126, 77-85, 2016.
  16. Farzadnia N., Ali A.A.A., Demirboga R. Characterization of high strength mortars with nano alumina at elevated temperatures. Cement and Concrete Research 54: 43-54. 2013.
  17. Kjellsen K.O., Detwiller R.J., Gjorv O.E. Development of microstructures in plain cement pastes hydrated at different temperatures. Cement and Concrete Research 21:1, 179-189, 1991.
  18. Yang R., Lawrence C.D., Lynsdale C.J., Sharp J.H. Delayed ettringite formation in heat-cured Portland cement mortars. Cement and Concrete. Research 29: 1, 17-25, 1999.
  19. Barbarulo R., Peycelon H., Prené S., Marchand J. Delayed ettringite formation symptoms on mortars induced by high temperature due to cement heat hydration or late thermal cycle. Cement and Concrete Research 35:1, 125-131, 2005.
  20. TS EN 934-2, Admixtures for concrete, mortar, and grout-Part 2: Concrete admixtures-Definitions, requirements, conformity, marking and labeling, Ankara, Turkey, 2011.
  21. TS EN 1015-11, Methods of Test for Mortar for Masonry – Part 11: Determination of Flexural and Compressive Strength of Hardened Mortar Turkish Standards Institution. Ankara, Turkey, 2000.
  22. Baccelle, L.S., Bosellini A. Diagrammi per la stima visiva della composizione percentuale nelle rocce sedimentarie: Annali dell'Università di Ferrara, Bologna, Italy, 1965.
  23. Baert G., Hoste S., De Schutter G., De Belie N. Reactivity of fly ash in cement paste studied by means of thermogravimetry and isothermal calorimetry. Journal of Thermal Analysis and Calorimetry 94, 2 485–492, 2008.
  24. Ballester P., Hidalgo A., Mármol A., Morales J., Sánchez L. Effect of brief heat-curing on microstructure and mechanical properties in fresh cement based mortars. Cement and Concrete Research 39 7, 573-579, 2009.
  25. Mehta P.K., Monteiro P.J.M. Concrete, microstructure, properties and materials, McGraw-Hill Education, USA, 2006.
  26. Puthipad N., Ouchi M. Effects of fly ash, mixing procedure and type of air-entraining agent on coalescence of entrained air bubbles in mortar of self-compacting concrete at fresh state. Construction and Building Materials 180: 437-444, 2018.
  27. Lam L., Wong Y.L., Poon C.S. Effect of fly ash and silica fume on compressive and fracture behaviors of concrete. Cement and Concrete Research, 28: 271-283, 1998.
  28. Lam L., Wong Y.L., Poon C.S. Degree of hydration and gel/space ratio of high-volume fly ash/cement systems Cement and Concrete Research 30: 747-756, 2000.
  29. Marios S., Alexandros H., Kanavaris F., Kwasny J. Effect of temperature on the strength development of mortar mixes with GGBS and fly ash Magazine of Concrete Research 69:15, 787-801, 2017.
  30. Ba, M. Effects of steam curing on strength and porous structure of concrete with low water/binder ratio. Construction and Building Materials, 25, 1: 123–128, 2011.
  31. Mohebbi M., Rajabipour F., Scheetz B.E. Evaluation of Two-Atmosphere Thermogravimetric Analysis for Determining the Unburned Carbon Content in Fly Ash. Advances in Civil Engineering Materials 6 1: 258-279, 2017.
  32. Payá J., Monzó J., Borrachero M.V., Perris E., Amahjour F. Thermogravimetric Methods for Determining Carbon Content in Fly Ashes. Cement and Concrete Research 28, 5: 675-686, 1998.
  33. Yu J., Kulaots I., Sabanegh N., Gao Y., Hurt R.H., Suuberg E.S., Mehta A. Adsorptive and Optical Properties of Fly Ash from Coal and Petroleum Coke Co-firing, Energy and Fuels 14: 591-596, 2000.
  34. Fan M., Brown R.C. Comparison of the loss-on-Ignition and thermogravimetric analysis techniques in measuring unburned carbon in coal fly ash, energy fuels, 15: 6, 1414–1417. 2001.
  35. Deboucha W., Leklou N., Khelidj A., Oudjit M.N. Hydration development of mineral additives blended cement using thermogravimetric analysis (TGA): Methodology of calculating the degree of hydration. Construction and Building Materials, 146 687-701, 2017.
  36. De Weerdt K., Ben Haha M., Le Saout G., Kjellsen K.O., Justnes H., Lothenbach B., Hydration mechanisms of ternary Portland cements containing limestone powder and fly ash. Cement and Concrete Research 41, 3: 279-291, 2011.
  37. Yang R., Lawrence C.D., Lynsdale C.J., Sharp J.H. Delayed ettringite formation in heat-cured Portland cement mortars. Cement and Concrete. Research 29: 1, 17-25, 1999.