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EFFECT OF CEMENT KILN DUST ON SOME PROPERTIES OF SELF-COMPACTING CONCRETE

Year 2024, , 127 - 134, 30.06.2024
https://doi.org/10.53600/ajesa.1199667

Abstract

In the paper, Feasibility of preparing self-compacting concrete (SCC) was evaluated. Six mixes are designed to replace part of the cement with cement kiln dust (CKD). The first mix without replacement is the control mixt through which the rest of the mixtures are compared. As for the remaining five mixtures, part of the cement was replaced with CKD, and the replacement ratios are (2.5, 5, 7.5, 10, 12.5) % sequentially. Where the ratio of water to cement was constant is 0.3 in all mixes SCC. Then the viscosity, flow ability, passing ability and segregation properties of all mixes were examined, and then some mechanical properties (compressive resistance, dry density, ability of water absorption ) were examined for all mixes. The results indicate a decrease in the workability (passing ability, flow ability, and segregation) and mechanical properties (compressive strength and density) and also led to an increase in the viscosity of T500, as well as an increase in the water absorption ability of SCC. In general, the mechanical properties of some mixes are acceptable compared to the reference mix, especially when it is replaced by a few percentages

References

  • Concrete, S. C. (2007). ACI 237.R-0.7. American Concrete Institute. Farmington Hills, MI, USA.‏
  • Concrete, S. C. (2005). The European guidelines of self-compacting concrete. BIBM, 22.‏
  • Okamura, H., & Ouchi, M. (2003). Self-compacting concrete. Journal of advanced concrete technology, 1(1), 5-15.
  • Gagne, R., & Pigeon, M. (1990). Deicer salt scaling resistance of high-performance concrete. Special Publication, 122, 29-44.‏
  • Ozawa, K., Maekawa, K., & Okamura, H. (1992). Development of high performance concrete. Journal of the Faculty of Engineering, University of Tokyo, Series B;(Japan), 41(3).
  • Collins, R. J., & Emery, J. (1983). Kiln dust-fly ash systems for highway bases and subbases (No. FHWA-RD-82-167). United States. Federal Highway Administration.‏
  • Dyer, T. D., Halliday, J. E., & Dhir, R. K. (1999). An investigation of the hydration chemistry of ternary blends containing cement kiln dust. Journal of Materials Science, 34(20), 4975-4983.‏
  • Daous, M. A. (2004). Utilization of cement kiln dust and fly ash in cement blends in Saudi Arabia. Engineering Sciences, 15(1).‏
  • Viacava, I. R., de Cea, A. A., & De Sensale, G. R. (2012). Self-compacting concrete of medium characteristic strength. Construction and Building Materials, 30, 776-782.
  • Najim, K. B., Al-Jumaily, I., & Atea, A. M. (2016). Characterization of sustainable high performance/self-compacting concrete produced using CKD as a cement replacement material. Construction and Building Materials, 103, 123-129.‏ ‏
  • Salih, S. A., Aldikheeli, M. R., & Al-Zwainy, F. M. (2018). Microstructure analysis and residual strength of fiber reinforced eco-friendly self-consolidating concrete subjected to elevated temperature. International Journal of Civil Engineering and Technology, 9(4), 15-31.
  • Iraqi Standard Specification No5, (1984). Standard Portland Cement, Central Agency for Standardization and Quality Control, Baghdad, Iraq.
  • Iraqi Standard Specification No45, (1984). Aggregate from Natural Sources for Concrete, Central Agency for Standardization and Quality Control, Baghdad, Iraq.
  • P. ASTM, (2011). Standard specification for chemical admixtures for concrete. USA: ASTM.
  • ASTM C39-04, (2011). "Standard test method for compressive strength of cylindrical concrete specimens." Annu. B. ASTM Stand. Vol. 04.02.
  • Agwa, I. S., & Ibrahim, O. M. O. (2019). Fresh and hardened properties of self-compacting concrete containing cement kiln dust. Challenge Journal of Concrete Research Letters, 5(1), 13-19.‏
  • Ali, S. U., Mustpha, F. A., Bapeto, A. M., & Ali, A. M. (2021). DEVELOPMENT OF SUSTAINABLE SELF-CONSOLIDATING HIGH PRFORMANCE CONCRETE INCORPORATING CEMENT KILN DUST. BW Academic Journal.
Year 2024, , 127 - 134, 30.06.2024
https://doi.org/10.53600/ajesa.1199667

Abstract

References

  • Concrete, S. C. (2007). ACI 237.R-0.7. American Concrete Institute. Farmington Hills, MI, USA.‏
  • Concrete, S. C. (2005). The European guidelines of self-compacting concrete. BIBM, 22.‏
  • Okamura, H., & Ouchi, M. (2003). Self-compacting concrete. Journal of advanced concrete technology, 1(1), 5-15.
  • Gagne, R., & Pigeon, M. (1990). Deicer salt scaling resistance of high-performance concrete. Special Publication, 122, 29-44.‏
  • Ozawa, K., Maekawa, K., & Okamura, H. (1992). Development of high performance concrete. Journal of the Faculty of Engineering, University of Tokyo, Series B;(Japan), 41(3).
  • Collins, R. J., & Emery, J. (1983). Kiln dust-fly ash systems for highway bases and subbases (No. FHWA-RD-82-167). United States. Federal Highway Administration.‏
  • Dyer, T. D., Halliday, J. E., & Dhir, R. K. (1999). An investigation of the hydration chemistry of ternary blends containing cement kiln dust. Journal of Materials Science, 34(20), 4975-4983.‏
  • Daous, M. A. (2004). Utilization of cement kiln dust and fly ash in cement blends in Saudi Arabia. Engineering Sciences, 15(1).‏
  • Viacava, I. R., de Cea, A. A., & De Sensale, G. R. (2012). Self-compacting concrete of medium characteristic strength. Construction and Building Materials, 30, 776-782.
  • Najim, K. B., Al-Jumaily, I., & Atea, A. M. (2016). Characterization of sustainable high performance/self-compacting concrete produced using CKD as a cement replacement material. Construction and Building Materials, 103, 123-129.‏ ‏
  • Salih, S. A., Aldikheeli, M. R., & Al-Zwainy, F. M. (2018). Microstructure analysis and residual strength of fiber reinforced eco-friendly self-consolidating concrete subjected to elevated temperature. International Journal of Civil Engineering and Technology, 9(4), 15-31.
  • Iraqi Standard Specification No5, (1984). Standard Portland Cement, Central Agency for Standardization and Quality Control, Baghdad, Iraq.
  • Iraqi Standard Specification No45, (1984). Aggregate from Natural Sources for Concrete, Central Agency for Standardization and Quality Control, Baghdad, Iraq.
  • P. ASTM, (2011). Standard specification for chemical admixtures for concrete. USA: ASTM.
  • ASTM C39-04, (2011). "Standard test method for compressive strength of cylindrical concrete specimens." Annu. B. ASTM Stand. Vol. 04.02.
  • Agwa, I. S., & Ibrahim, O. M. O. (2019). Fresh and hardened properties of self-compacting concrete containing cement kiln dust. Challenge Journal of Concrete Research Letters, 5(1), 13-19.‏
  • Ali, S. U., Mustpha, F. A., Bapeto, A. M., & Ali, A. M. (2021). DEVELOPMENT OF SUSTAINABLE SELF-CONSOLIDATING HIGH PRFORMANCE CONCRETE INCORPORATING CEMENT KILN DUST. BW Academic Journal.
There are 17 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Research Article
Authors

Ahmed Hameed 0000-0002-8719-1932

Zeki Hasgür 0000-0002-7769-5678

Nahla Hilal This is me 0000-0001-9403-9982

Publication Date June 30, 2024
Submission Date November 4, 2022
Acceptance Date November 10, 2023
Published in Issue Year 2024

Cite

APA Hameed, A., Hasgür, Z., & Hilal, N. (2024). EFFECT OF CEMENT KILN DUST ON SOME PROPERTIES OF SELF-COMPACTING CONCRETE. AURUM Journal of Engineering Systems and Architecture, 8(1), 127-134. https://doi.org/10.53600/ajesa.1199667