Proceedings of the Widyatama International Conference on Engineering 2024 (WICOENG 2024)

Influence of Material Composition on Unconfined Compressive Strength and Elastic Modulus of Foam Concrete

Authors
Yanyan Agustian1, *, Tantan Rumansyah1
1Widyatama University, Cikutra 204A, Bandung, Indonesia
*Corresponding author. Email: yanyan.agustian@widyatama.ac.id
Corresponding Author
Yanyan Agustian
Available Online 29 December 2024.
DOI
10.2991/978-94-6463-618-5_22How to use a DOI?
Keywords
foam concrete; unconfines compressive strength; material composition
Abstract

Foam concrete is widely used in lightweight construction due to its low density and high insulation capacity. This study aims to investigate the impact of varying material compositions on the compressive strength of foam concrete, focusing on sand type and curing age. The objective is to optimize its strength characteristics, particularly unconfined compressive strength, for structural applications. The research methodology involves preparing foam concrete samples using two types of sand—Cimalaka and Galunggung—by varying the mix ratios of cement, water, sand, and foam agent. These samples were subjected to unconfined compressive strength tests at different curing periods, specifically.

3, 7, and 14 days, to observe strength development over time. Results reveal that both sand types, when mixed in optimal proportions, can achieve compressive strength values exceeding 800 kPa, with Cimalaka sand yielding 990 kPa and Galunggung sand reaching 1000 kPa at 14 days. Additionally, increasing the curing age significantly enhances compressive strength, and a higher cement ratio contributes to a greater modulus of elasticity, making the foam concrete stiffer and less prone to deformation. This research provides valuable insights for improving the performance of foam concrete in construction applications.

Copyright
© 2024 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 Widyatama International Conference on Engineering 2024 (WICOENG 2024)
Series
Advances in Engineering Research
Publication Date
29 December 2024
ISBN
978-94-6463-618-5
ISSN
2352-5401
DOI
10.2991/978-94-6463-618-5_22How to use a DOI?
Copyright
© 2024 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  - Yanyan Agustian
AU  - Tantan Rumansyah
PY  - 2024
DA  - 2024/12/29
TI  - Influence of Material Composition on Unconfined Compressive Strength and Elastic Modulus of Foam Concrete
BT  - Proceedings of the Widyatama International Conference on Engineering 2024 (WICOENG 2024)
PB  - Atlantis Press
SP  - 203
EP  - 213
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-618-5_22
DO  - 10.2991/978-94-6463-618-5_22
ID  - Agustian2024
ER  -