The Use of Expanded Polystyrene (EPS) Waste on the Compressive Strength of Concrete Using Fiber Reinforced Polymer (FRP)
DOI:
https://doi.org/10.53893/ijrvocas.v5i4.263Keywords:
Expanded Polystyrene (EPS), Fiber Reinforced Polymer (FRP), Concrete, Peat WaterAbstract
The increase in restaurants and online food ordering can increase waste or waste made from Expanded Polystyrene (EPS). Expanded Polystyrene (EPS) can be used as an additive to concrete because it has properties that are difficult to decompose naturally. Along with the development of the times, many innovations have sprung up in the world of construction to increase the strength of structures. The reinforcement of concrete is done by providing alternative materials that are quite popular, namely Fiber Reinforced Polymer (FRP). This study was conducted to determine the physical properties, mechanical properties of concrete, and the percentage of the use of the most optimum additives that will be applied to the foundation structure using additional materials in the form of Expanded Polystyrene (EPS) with variations of 0%, 1%, 1.5%, 2%, and 2.5% and a layer of Fiber Reinforced Polymer (FRP) as much as 1 layer which will be tested compressively, by looking at the effect of two types of water for curing, namely peat water and normal water with a planned concrete quality of 21.7 MPa using a cylindrical concrete mold 15 cm in diameter and 30 cm high. Concrete compressive strength tests were conducted at 7 days and 28 days of concrete age. Based on the test results, there is an increase in the highest water absorption of concrete, namely in the 28-day normal water immersion variation of 2% EPS + FRP by 4.05% The addition of Expanded Polystyrene (EPS) and Fiber Reinforced Polymer (FRP) in concrete can increase the highest concrete compressive strength, namely in the 7-day NORMAL water immersion variation 1.5% EPS + FRP by 27.54 MPa. While the highest concrete strength value in peat water immersion for 7 days of normal variation is 27.10 MPa.
References
Mato, “Studi Perilaku Lekatan Geser Abaca Fiber Reinforced Polymer Sheet Pada Beton Dengan Variasi Epoxy”, Thesis, Universitas Hasanuddin, 2023.
American Concrete Institute. Building Code Requirements for Structural Concrete and Commentary (ACI 318M-19), 2019.
Tenreng, R., et al, “Pengaruh Variasai Aktivator Terhadap Kuat Tekan Bebas Tanah Lempung- EPS”, Universitas Muhammadiyah Surakarta, 2019.
Y. J. Priyono and Nadia, “Pengaruh Penggunaan Styrofoam Sebagai Pengganti Agregat Kasar Terhadap Kuat Tekan Beton”. Jurnal Konstruksia., vol. 5, no. 2, 2014.
D. Maryani and A. Lisantono, “Pengaruh Penambahan Serat Polyprophylene Terhadap Sifat Mekanik Beton Expanded Polystyrene”. Jurnal Teknik Sipil., vol. 17, no. 3, pp. 208-214, 2023.
R. Setiawan., D. Safaril., & J. G. Khaswara. “Perilaku Kuat Tekan Beton Konvensional dengan Penambahan Fiber Reinforced Polymer”. Jurnal Sosial dan Teknologi (SOSTECH), vol. 5, no. 3, 2025.
Badan Standardisasi Nasional, Metode pengujian kadar air agregat (SNI 03-1971-1990), Jakarta: BSN, 1990.
Badan Standardisasi Nasional, Cara uji berat isi,volume produksi campuran dan kadar udara beton. (SNI 1973-2008), Jakarta: BSN, 2008.
Badan Standardisasi Nasional, Tata cara perhitungan harga satuan pekerjaan beton untuk konstruksi bangunan gedung dan perumahan. (SNI 7394:2008), Jakarta: BSN, 2008.
Additional Files
Published
How to Cite
Issue
Section
License
Copyright (c) 2026 Shafa Rasendriya, Rizki Effendi, Randy Setiawan, Ikhwan Arief Purnama

This work is licensed under a Creative Commons Attribution 4.0 International License.
All articles published in International Journal of Research in Vocational Studies (IJRVOCAS) are distributed under the Creative Commons Attribution 4.0 International License (CC BY 4.0).
Under this license, users are permitted to share, copy, redistribute, adapt, transform, and build upon the published work for any purpose, including commercial use, provided that appropriate credit is given to the original authors and IJRVOCAS, a link to the license is provided, and any changes made are indicated.
Authors retain the copyright of their published articles and grant IJRVOCAS the right of first publication. The journal makes published articles freely and permanently available online immediately upon publication.
Proper attribution should include the author names, article title, journal title, publication year, volume, issue, page numbers or article number where applicable, DOI or URL, and a reference to the CC BY 4.0 license.
The full terms of the Creative Commons Attribution 4.0 International License are available at:
https://creativecommons.org/licenses/by/4.0/
By submitting a manuscript to IJRVOCAS, authors agree that accepted articles will be published under the CC BY 4.0 license.











