Proceedings of the 3rd International Conference on Science in Engineering and Technology (ICOSIET 2024)

Effect of Percentage Fly Ash as a Part Cement Replacement and Curing Temperature to the Strength Development of Self Compacted Concrete (SCC)

Authors
Gidion Turuallor1, *, Andi A. Adam1, Isra’ M. Yusran2, Isti Haryanto2, Faisal Faisal2
1Lecturer in Civil Engineering Department, Tadulako University, Palu, Indonesia
2Graduated Student of Civil Engineering Department, Tadulako University, Palu, Indonesia
*Corresponding author. Email: turuallo@yahoo.co.uk
Corresponding Author
Gidion Turuallor
Available Online 7 July 2025.
DOI
10.2991/978-94-6463-768-7_47How to use a DOI?
Keywords
Self-compacting concrete; fly ash; curing temperature and strength development
Abstract

Self-Compacting Concrete (SCC) is an innovative concrete which firstly, developed in Japan. This type of concrete has an ability to flow under its own weight to fill formwork completely and does not require vibration for placing and compaction. This research studies the effects of percentages of fly ash as a part of cement replacement in concrete mixture and curing temperature to strengthten the development of concrete. The fly ash was taken from PT IMIP industry Morowali. The percentage of fly ash to replace cement in concrete mixtures are 0, 10, 15 and 20% by weight of cementitious materials. The curing temperatures are set to room temperature, 30, 40 and 50℃. The results show that the optimum percentage of fly ash to replace cement in concrete mixture is 15%; which is lower than that of generally used in researches conducted other countries (25 – 30%). This is caused the used cement in concrete mixtures is PCC, which has already mixed with fly ash in clinker in cement producing process. The results also show that the higher curing temperature result the higher strength of concrete at early ages. This proves that the curing temperature affect the strength of concrete as the curing temperature increase the activation energy of concrete and accelerates the cement hydration process. This increases strength of concrete at early ages.

Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 3rd International Conference on Science in Engineering and Technology (ICOSIET 2024)
Series
Advances in Engineering Research
Publication Date
7 July 2025
ISBN
978-94-6463-768-7
ISSN
2352-5401
DOI
10.2991/978-94-6463-768-7_47How to use a DOI?
Copyright
© 2025 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Gidion Turuallor
AU  - Andi A. Adam
AU  - Isra’ M. Yusran
AU  - Isti Haryanto
AU  - Faisal Faisal
PY  - 2025
DA  - 2025/07/07
TI  - Effect of Percentage Fly Ash as a Part Cement Replacement and Curing Temperature to the Strength Development of Self Compacted Concrete (SCC)
BT  - Proceedings of the 3rd International Conference on Science in Engineering and Technology (ICOSIET 2024)
PB  - Atlantis Press
SP  - 424
EP  - 434
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-768-7_47
DO  - 10.2991/978-94-6463-768-7_47
ID  - Turuallor2025
ER  -