Research Article | | Peer-Reviewed

Investigate the Effect of Admixtures in Hot Weather Concrete

Received: 25 August 2023     Accepted: 20 September 2023     Published: 5 February 2024
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Abstract

Concrete Admixture is one ingredient of concrete that is added to the mix before or during mixing to modify the properties of fresh and hardened concrete in order to achieve the desired objectives or purpose of the concrete mixture. It is also used for economic purpose when admixture allows reduction of concrete ingredients proportions or permits saving in construction practices. The current research studied the effect of high temperature on the behavior of fresh and hard concrete is discussed and how to overcome that using some mineral admixtures such as silica fume and lime stone powder. An experimental test program consists of six concrete mixes was planned to achieve the research objectives, also all concrete mixes were tested at both of fresh and hardened state Fresh concrete testes include slump, slump losses, and air content. Hardened concrete tests include 15*15*15cm cubes for compression test at (3, 7 and 28days (, 15*15*70cm beams for flexural test at (28 days (and cylinders with 15cm diameter and 30 cm height at) 28 days), for tensile strength test. It was observed that from the results that: 1. Mix containing 1.5% s.p. &10% s.f gave best compressive strength results. 2. Mix containing 2% s.p. gave the lowest compressive strength results. Under the effect of hot weather.

Published in American Journal of Civil Engineering (Volume 12, Issue 1)
DOI 10.11648/ajce.20241201.15
Page(s) 32-47
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

Hot Weather, Admixture, Concrete

References
[1] Ramachandran, V. S;" Concrete Admixtures Handbook", Institute for Research in Construction National Research Council, Ontario, Canada (2005).
[2] Gouda Ghanem; "Concrete in hot weather", lecturer, civil Eng. Dept. Faculty of Eng. El-Mataria, Helwan University (2006).
[3] Soroka & D. Ravina;"Hot Weather Concreting with Admixtures", National Building Research Institute-Faculty of Civil Engineering, Technion-Institute of Technology, Haifa (2000).
[4] Anton Karel Schindler; "Concrete Hydration Temperature Development, Setting at Early Ages", B. S. E. and M. S. E. (2002).
[5] S. Sakir Erdog; "Effect of retempering with super plasticizer admixtures on slump loss and compressive strength of concrete subjected to prolonged mixing", Department of Civil Engineering, Karadeniz Technical University, Trabzon, Turkey (2004).
[6] Omar S. Baghabra Al-Amoudi, Mohammed Maslehuddin, Taofiqo. Abiola; "Effect of type and dosage of silica fume on plastic shrinkage in concrete exposed to hot weather", Research Institute, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia (2003, 2004, 2009).
[7] Guemmadi; "A Better Use of Limestone Filler in Concrete " University of Constantine, ALGERIA, Houari, ALGERIA, Resheidat, Jordan University of Science & Technology, Irbid (2008).
[8] Egyptian code third appendix tests manual.
[9] Magda, E., & Saied, Z. (2021). Investigating the impact of employing nanotechnology in heritage building restoration (egytian engineers syndicate). Journal of Environmental Science, 50(3), 39-66.‏
[10] Abhilash, P. P., Nayak, D. K., Sangoju, B., Kumar, R., & Kumar, V. (2021). Effect of nano-silica in concrete; a review. Construction and Building Materials, 278, 122347.‏
[11] National Ready Mixed concrete Association (NRMCA) Magazine, Vol 2, No (16/12/35) spring (2002).
[12] Technical information (RMCAO) Magazine, Vol 5, NO 06/05 (May-2005).
[13] All Experts-Civil Engineering http//:en.allexperts.com/q/Civil-Engineering-1357/test
[14] Civil Engineering portal http//:www.engineeringcivil.com/test
[15] Bill Palmer, Concrete Network Columnist. http//:www.concretenetwork.com/hot-weather-concreting
[16] The Constructor https://theconstructor.org/practical-guide/standard-consistency-of-cement/1549/
Cite This Article
  • APA Style

    Adly, M. G., Ganem, G. (2024). Investigate the Effect of Admixtures in Hot Weather Concrete. American Journal of Civil Engineering, 12(1), 32-47. https://doi.org/10.11648/ajce.20241201.15

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    ACS Style

    Adly, M. G.; Ganem, G. Investigate the Effect of Admixtures in Hot Weather Concrete. Am. J. Civ. Eng. 2024, 12(1), 32-47. doi: 10.11648/ajce.20241201.15

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    AMA Style

    Adly MG, Ganem G. Investigate the Effect of Admixtures in Hot Weather Concrete. Am J Civ Eng. 2024;12(1):32-47. doi: 10.11648/ajce.20241201.15

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  • @article{10.11648/ajce.20241201.15,
      author = {Michael Girgis Adly and Goda Ganem},
      title = {Investigate the Effect of Admixtures in Hot Weather Concrete},
      journal = {American Journal of Civil Engineering},
      volume = {12},
      number = {1},
      pages = {32-47},
      doi = {10.11648/ajce.20241201.15},
      url = {https://doi.org/10.11648/ajce.20241201.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.ajce.20241201.15},
      abstract = {Concrete Admixture is one ingredient of concrete that is added to the mix before or during mixing to modify the properties of fresh and hardened concrete in order to achieve the desired objectives or purpose of the concrete mixture. It is also used for economic purpose when admixture allows reduction of concrete ingredients proportions or permits saving in construction practices. The current research studied the effect of high temperature on the behavior of fresh and hard concrete is discussed and how to overcome that using some mineral admixtures such as silica fume and lime stone powder. An experimental test program consists of six concrete mixes was planned to achieve the research objectives, also all concrete mixes were tested at both of fresh and hardened state Fresh concrete testes include slump, slump losses, and air content. Hardened concrete tests include 15*15*15cm cubes for compression test at (3, 7 and 28days (, 15*15*70cm beams for flexural test at (28 days (and cylinders with 15cm diameter and 30 cm height at) 28 days), for tensile strength test. It was observed that from the results that: 1. Mix containing 1.5% s.p. &10% s.f gave best compressive strength results. 2. Mix containing 2% s.p. gave the lowest compressive strength results. Under the effect of hot weather.
    },
     year = {2024}
    }
    

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    AB  - Concrete Admixture is one ingredient of concrete that is added to the mix before or during mixing to modify the properties of fresh and hardened concrete in order to achieve the desired objectives or purpose of the concrete mixture. It is also used for economic purpose when admixture allows reduction of concrete ingredients proportions or permits saving in construction practices. The current research studied the effect of high temperature on the behavior of fresh and hard concrete is discussed and how to overcome that using some mineral admixtures such as silica fume and lime stone powder. An experimental test program consists of six concrete mixes was planned to achieve the research objectives, also all concrete mixes were tested at both of fresh and hardened state Fresh concrete testes include slump, slump losses, and air content. Hardened concrete tests include 15*15*15cm cubes for compression test at (3, 7 and 28days (, 15*15*70cm beams for flexural test at (28 days (and cylinders with 15cm diameter and 30 cm height at) 28 days), for tensile strength test. It was observed that from the results that: 1. Mix containing 1.5% s.p. &10% s.f gave best compressive strength results. 2. Mix containing 2% s.p. gave the lowest compressive strength results. Under the effect of hot weather.
    
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Author Information
  • Civil, Faculty of Engineer, Cairo University, Giza, Egypt

  • Civil, Faculty of Engineer, Cairo University, Giza, Egypt

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