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Study on Engineering Properties of Alkali-Activated High-Flow Concrete

Received: 18 May 2022    Accepted: 27 June 2022    Published: 29 June 2022
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Abstract

Furnace slag is an inevitable by-product of the steelmaking process, and the reuse of furnace slag resources is also an international trend. We used blast furnace slag powder as the alkali excitation material in this study. The alkali-activated binder is mixed with coarse and fine aggregates to form alkali-activated concrete. To meet the high-flow performance of alkali-activated pozzolanic concrete (AAPC), added the plasticizer in a proportion of 1.25%. The concrete was well mixed using a fixed base modulus ratio (Ms), three different liquid-solid ratios (LS) of 0.45, 0.50, and 0.55, and three different normalities (N) of sodium silicate solution of 5%, 6%, and 7% and remained them in the atmosphere. At 7, 28, and 56 days of age, carrying out the engineering properties tests such as hardness, durability, and mechanical properties, and using microscopic to verify the test data. The results show that the slump of AAPC is 550mm to 650mm, which has a longer setting time than the general proportion of concrete, but it has better workability. The high liquid-solid (LS) ratio influences engineering properties significantly, confirming that the proper LS ratio and the normality can improve the hardening properties and durability of high-fluidity AAPC. When the LS ratio=0.45 and the N is 7%, the interface of the furnace slag can destroy through more sodium silicate solution, and the polymerization behavior can stimulate. At 28 days, the compressive strength can reach 29.8Mpa, and the initial ultrasonic wave speed reach more than 3000m/s, which can meet the needs of engineering use.

Published in Science Discovery (Volume 10, Issue 4)
DOI 10.11648/j.sd.20221004.12
Page(s) 209-216
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Alkali-Activated Pozzolanic Concrete (AAPC), Liquid-to-Solid Ratios (LS), Normality (N), Blast Furnace Slag (BFS), Engineering Properties

References
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[2] Wang C. C., Wang H. Y., Chen B. T., Peng Y. C., Study on the engineering p properties and prediction models of an alkali-activated mortar material containing recycled waste glass, Journal of Construction and Building Materials, 132, pp 130-141. 2017.
[3] Xian M. S., Ning X., Keith Fortune, Jing G., “Durability of steel reinforced concrete in chloride environments An overview”, Journal of Construction and Building Materials, 30, pp. 125-138, 2012.
[4] B. Lomborg, “The skeptical environmentalist: measuring the real state of the world Cambridge University Press”, Cambridge, United Kingdom, pp. 512-40, 2011.
[5] Mehta P. K., “Reducing the environmental impact of concrete”, Concr Int, 23 (10), pp. 61-66, 2001.
[6] Wang W. C., Wang H. Y, Hsin-ChiehTsai, 2016, Study on engineering properties of alkali-activated ladle furnace slag geopolymer, Journal of Construction and Building Materials, 123 pp. 800-805.
[7] Puertas F., Palacios M., Gil-Maroto, A., Vázquez T., “Alkali-aggregate behavior of alkali-activated slag mortars: effect of aggregate type,” Cement and Concrete Composite, Vol. 31, No. 5, pp. 277-284, 2009.
[8] Zhu H. J., Yao X., Zhang Z. H., Effect of Slag Addition on Alkali-activated Process of Met kaolin and Performance of Its Product, Non-Metallic Mines Vol. 31 (4). 2008.
[9] Escalante-Garia, J I, Wspinoza-Perez L J, and Gorokhovshy A., “Coarse blast furnace of Portland cement and as an alkali activated cement,” Construction and Building Materials, 23, pp. 2511-2517. 2009.
[10] Davidovits J., “Geopolymer chemistry and applications”, Editors: J. Davidov its, Institute Géopolymère, Saint-Quentin, France, pp. 384-385, 2008.
[11] Peng Y. C., Wang H. Y., Chen B. T, Add LCD glass waste impact on the hearth base mortar engineering properties of alkali gelling, Taiwan Concrete Institute 2015 Conference on Concrete Engineering, p 9. Tai-chung. 2015.
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[13] Rafael A. Robayo, Alexandra Mulford, Jorge Munera, Ruby Mejía de Gutiérrez, “Alternative cements based on alkali-activated red clay brick waste,” Construction and Building Materials, 128, pp. 163-169. 2016.
[14] Tanakorn Phoongernkham, Sakonwan Hanjitsuwan, Cherdsak Suksiripattanapong, Jaksada Thumrongvut, Jirayut Suebsuk, Sermsak Sookasem, “Flexural strength of notched concrete beam filled with alkali activated binders under different types of alkali solutions,” Construction and Building Materials, 127, pp. 673-678. 2016.
[15] Wu T. H, Study on Bonding Behavior of Reinforcement in Alkali-Activated Slag-Fly Ash Mortar. Master’s Thesis. National Kaohsiung University of Applied Science, 2013.
[16] Arie Wardhono, Chamila Gunasekara, David W. Law, Sujeeva Setunge, “Comparison of long term performance between alkali activated slag and fly ash geopolymer concretes. Construction and Building Materials, 143, pp. 272–279. 2017.
[17] Shih S. Y, The Manufacture Technique of Geopolymer Brick Made from Coffee Dross. Master’s Thesis. National Kaohsiung University of Applied Science, 2016.
[18] Buenfeld NR, Newman JB, Page CL., “The Resistivity of Mortar Immersed in Sea-Water,” Cement and Concrete Research, 16 (3): 511-524, 1986.
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  • APA Style

    Chang-Chi Hung, Zheng Wei Guo, Her-Yung Wang. (2022). Study on Engineering Properties of Alkali-Activated High-Flow Concrete. Science Discovery, 10(4), 209-216. https://doi.org/10.11648/j.sd.20221004.12

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    ACS Style

    Chang-Chi Hung; Zheng Wei Guo; Her-Yung Wang. Study on Engineering Properties of Alkali-Activated High-Flow Concrete. Sci. Discov. 2022, 10(4), 209-216. doi: 10.11648/j.sd.20221004.12

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    AMA Style

    Chang-Chi Hung, Zheng Wei Guo, Her-Yung Wang. Study on Engineering Properties of Alkali-Activated High-Flow Concrete. Sci Discov. 2022;10(4):209-216. doi: 10.11648/j.sd.20221004.12

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  • @article{10.11648/j.sd.20221004.12,
      author = {Chang-Chi Hung and Zheng Wei Guo and Her-Yung Wang},
      title = {Study on Engineering Properties of Alkali-Activated High-Flow Concrete},
      journal = {Science Discovery},
      volume = {10},
      number = {4},
      pages = {209-216},
      doi = {10.11648/j.sd.20221004.12},
      url = {https://doi.org/10.11648/j.sd.20221004.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.sd.20221004.12},
      abstract = {Furnace slag is an inevitable by-product of the steelmaking process, and the reuse of furnace slag resources is also an international trend. We used blast furnace slag powder as the alkali excitation material in this study. The alkali-activated binder is mixed with coarse and fine aggregates to form alkali-activated concrete. To meet the high-flow performance of alkali-activated pozzolanic concrete (AAPC), added the plasticizer in a proportion of 1.25%. The concrete was well mixed using a fixed base modulus ratio (Ms), three different liquid-solid ratios (LS) of 0.45, 0.50, and 0.55, and three different normalities (N) of sodium silicate solution of 5%, 6%, and 7% and remained them in the atmosphere. At 7, 28, and 56 days of age, carrying out the engineering properties tests such as hardness, durability, and mechanical properties, and using microscopic to verify the test data. The results show that the slump of AAPC is 550mm to 650mm, which has a longer setting time than the general proportion of concrete, but it has better workability. The high liquid-solid (LS) ratio influences engineering properties significantly, confirming that the proper LS ratio and the normality can improve the hardening properties and durability of high-fluidity AAPC. When the LS ratio=0.45 and the N is 7%, the interface of the furnace slag can destroy through more sodium silicate solution, and the polymerization behavior can stimulate. At 28 days, the compressive strength can reach 29.8Mpa, and the initial ultrasonic wave speed reach more than 3000m/s, which can meet the needs of engineering use.},
     year = {2022}
    }
    

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  • TY  - JOUR
    T1  - Study on Engineering Properties of Alkali-Activated High-Flow Concrete
    AU  - Chang-Chi Hung
    AU  - Zheng Wei Guo
    AU  - Her-Yung Wang
    Y1  - 2022/06/29
    PY  - 2022
    N1  - https://doi.org/10.11648/j.sd.20221004.12
    DO  - 10.11648/j.sd.20221004.12
    T2  - Science Discovery
    JF  - Science Discovery
    JO  - Science Discovery
    SP  - 209
    EP  - 216
    PB  - Science Publishing Group
    SN  - 2331-0650
    UR  - https://doi.org/10.11648/j.sd.20221004.12
    AB  - Furnace slag is an inevitable by-product of the steelmaking process, and the reuse of furnace slag resources is also an international trend. We used blast furnace slag powder as the alkali excitation material in this study. The alkali-activated binder is mixed with coarse and fine aggregates to form alkali-activated concrete. To meet the high-flow performance of alkali-activated pozzolanic concrete (AAPC), added the plasticizer in a proportion of 1.25%. The concrete was well mixed using a fixed base modulus ratio (Ms), three different liquid-solid ratios (LS) of 0.45, 0.50, and 0.55, and three different normalities (N) of sodium silicate solution of 5%, 6%, and 7% and remained them in the atmosphere. At 7, 28, and 56 days of age, carrying out the engineering properties tests such as hardness, durability, and mechanical properties, and using microscopic to verify the test data. The results show that the slump of AAPC is 550mm to 650mm, which has a longer setting time than the general proportion of concrete, but it has better workability. The high liquid-solid (LS) ratio influences engineering properties significantly, confirming that the proper LS ratio and the normality can improve the hardening properties and durability of high-fluidity AAPC. When the LS ratio=0.45 and the N is 7%, the interface of the furnace slag can destroy through more sodium silicate solution, and the polymerization behavior can stimulate. At 28 days, the compressive strength can reach 29.8Mpa, and the initial ultrasonic wave speed reach more than 3000m/s, which can meet the needs of engineering use.
    VL  - 10
    IS  - 4
    ER  - 

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Author Information
  • School of Architecture and Civil Engineering, Huizhou University, Huizhou, China

  • Department of Civil Engineering, National Kaohsiung University of Sciences and Technology, Kaohsiung City, Taiwan

  • Department of Civil Engineering, National Kaohsiung University of Sciences and Technology, Kaohsiung City, Taiwan

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