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Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength

Received: 20 October 2022     Accepted: 10 November 2022     Published: 8 December 2022
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Abstract

The durability of concrete slabs is apt to be influenced by finishing methods and curing methods of concrete surface. Therefore, the finishing agent had better use in case of high strength concrete, the wet curing had better carry out on concrete surface. However, it is not obvious that when wet curing is started after finishing of concrete surface. In this study, the effects of the difference in finishing methods and curing methods on the surface properties of concrete were examined by surface tensile test, air permeability test, water absorption test and scaling test. As a result, use of the finishing agent was effective to improve the surface properties in high strength concrete. However, use of the finishing agent was ineffective in normal strength concrete. When wet curing was carried out, high strength concrete was more effective than normal strength concrete. The surface properties of concrete could be improved when the wet curing was begun after it passed for several hours from finale set of the setting time test for concrete. It is considered that, however, there is not much difference in surface quality within that range, and it is acceptable to start curing water the next day.

Published in Journal of Civil, Construction and Environmental Engineering (Volume 7, Issue 6)
DOI 10.11648/j.jccee.20220706.11
Page(s) 102-108
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), 2022. Published by Science Publishing Group

Keywords

Surface Quality, Curing Method, Strength, Finishing Method, Setting Time

References
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[2] Aldea, C. M., Young, F., Wang, K., and Shah, S. P. (2000), “Effects of curing conditions on properties of concrete using slag replacement”, Cement and Concrete Research, 30 (3), 465–472.
[3] Bakharev, T., Sanjayan, J. G., and Cheng, Y.-B. (1999), “Effect of elevated temperature curing on properties of alkali-activated slag concrete”, Cement and Concrete Research, 29 (10), 1619–1625.
[4] Chini, A. R. (2005), “Effect of elevated curing temperatures on the strength and durability of concrete”, Materials and Structures, 38 (281), 673–679.
[5] ASTM C09 Committee. (2001), “Practice for making and curing concrete test specimens in the laboratory”, West Conshohocken, PA: ASTM C09 Committee.
[6] ASTM International. (2001), “Standard test method for compressive strength of cylindrical concrete specimens”, (No. C 39/C 39M – 01). USA: ASTM International.
[7] Jung, W., and Choi, S.-J., (2017), “Effect of high-temperature curing methods on the compressive strength development of concrete containing high volumes of ground granulated blast-furnace slag”, Advances in Materials Science and Engineering, 1–6.
[8] Kim T. K., Choi, S. j., Choi, J. H., and Kim, J., (2019), “Prediction of Chloride Penetration Depth Rate and Diffusion Coefficient Rate of Concrete from Curing Condition Variations due to Climate Change Effect”, International Journal of Concrete Structures and Materials, 13 (3), 339-351.
[9] Kim, T. K., Shin, J. H., Bae, D. H., and Kim, J., (2014), “Performance based evaluation of concrete material properties from climate change effect on wind speed and sunlight exposure time curing condition”, Journal of the Korea Concrete Institute, 26 (6), 751–759.
[10] Katpady, D. N., Hazehara, H., Soeda, M., Kubota, T., and Murakami, S., (2018), “Durability Assessment of Blended Concrete by Air Permeability”, International Journal of Concrete Structures and Materials, 12 (2), 290-299.
[11] Halamickova, P., Detwiler, R. J., Bentz, D. P., and Garboczi, E. J., (1995), “Water permeability and chloride ion diffusion in portland cement mortars: relationship to sand content and critical pore diameter”, Cement and Concrete Research, 25 (4), 790–802.
[12] Sugiyama, T., Bremner, T. W., and Tsuji, Y., (1996), “Determination of chloride diffusion coefficient and gas permeability of concrete and their relationship”, Cement and Concrete Research, 26 (5), 781–790.
[13] Lee, C., Shin, S. M., Lee, S. H., and Oh, J. H., (2017), “Modeling of Bond Stress–Slip Relationships of a Strand in Concrete during Steam Curing”, International Journal of Concrete Structures and Materials 11 (3), 477–487.
[14] Roller, J. J., Russell, H. G., Bruce, R. N., and Hassett, B., (2003).”Effect of curing temperatures on high strength concrete bridge girders”, PCI Journal, 48 (2), 72–79.
[15] ACI 517.2-2R-87, (1992), “Accelerated curing of concrete at atmospheric pressure-state of the art”, Farmington Hills, MI.
[16] Yi, S. T., Moon, Y. H., and Kim, J. K., (2005), “Long-term strength prediction of concrete with curing temperature”, Cement and Concrete Research, 35 (10), 1961–1969.
[17] Liu, B., Xie, Y., and Li, J., (2005), “Influence of steam curing on the compressive strength of concrete containing supplementary cementing materials”, Cement and Concrete Research, 35 (5), 994–998.
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Cite This Article
  • APA Style

    Nam Wook Kim. (2022). Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength. Journal of Civil, Construction and Environmental Engineering, 7(6), 102-108. https://doi.org/10.11648/j.jccee.20220706.11

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    ACS Style

    Nam Wook Kim. Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength. J. Civ. Constr. Environ. Eng. 2022, 7(6), 102-108. doi: 10.11648/j.jccee.20220706.11

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    AMA Style

    Nam Wook Kim. Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength. J Civ Constr Environ Eng. 2022;7(6):102-108. doi: 10.11648/j.jccee.20220706.11

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  • @article{10.11648/j.jccee.20220706.11,
      author = {Nam Wook Kim},
      title = {Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength},
      journal = {Journal of Civil, Construction and Environmental Engineering},
      volume = {7},
      number = {6},
      pages = {102-108},
      doi = {10.11648/j.jccee.20220706.11},
      url = {https://doi.org/10.11648/j.jccee.20220706.11},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20220706.11},
      abstract = {The durability of concrete slabs is apt to be influenced by finishing methods and curing methods of concrete surface. Therefore, the finishing agent had better use in case of high strength concrete, the wet curing had better carry out on concrete surface. However, it is not obvious that when wet curing is started after finishing of concrete surface. In this study, the effects of the difference in finishing methods and curing methods on the surface properties of concrete were examined by surface tensile test, air permeability test, water absorption test and scaling test. As a result, use of the finishing agent was effective to improve the surface properties in high strength concrete. However, use of the finishing agent was ineffective in normal strength concrete. When wet curing was carried out, high strength concrete was more effective than normal strength concrete. The surface properties of concrete could be improved when the wet curing was begun after it passed for several hours from finale set of the setting time test for concrete. It is considered that, however, there is not much difference in surface quality within that range, and it is acceptable to start curing water the next day.},
     year = {2022}
    }
    

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  • TY  - JOUR
    T1  - Effects on the Surface Quality of Concrete According to the Changes in the Curing Methods and Compressive Strength
    AU  - Nam Wook Kim
    Y1  - 2022/12/08
    PY  - 2022
    N1  - https://doi.org/10.11648/j.jccee.20220706.11
    DO  - 10.11648/j.jccee.20220706.11
    T2  - Journal of Civil, Construction and Environmental Engineering
    JF  - Journal of Civil, Construction and Environmental Engineering
    JO  - Journal of Civil, Construction and Environmental Engineering
    SP  - 102
    EP  - 108
    PB  - Science Publishing Group
    SN  - 2637-3890
    UR  - https://doi.org/10.11648/j.jccee.20220706.11
    AB  - The durability of concrete slabs is apt to be influenced by finishing methods and curing methods of concrete surface. Therefore, the finishing agent had better use in case of high strength concrete, the wet curing had better carry out on concrete surface. However, it is not obvious that when wet curing is started after finishing of concrete surface. In this study, the effects of the difference in finishing methods and curing methods on the surface properties of concrete were examined by surface tensile test, air permeability test, water absorption test and scaling test. As a result, use of the finishing agent was effective to improve the surface properties in high strength concrete. However, use of the finishing agent was ineffective in normal strength concrete. When wet curing was carried out, high strength concrete was more effective than normal strength concrete. The surface properties of concrete could be improved when the wet curing was begun after it passed for several hours from finale set of the setting time test for concrete. It is considered that, however, there is not much difference in surface quality within that range, and it is acceptable to start curing water the next day.
    VL  - 7
    IS  - 6
    ER  - 

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Author Information
  • Department of Civil and Environmental Engineering, Honam University, Gwangju, Republic of Korea

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