Eco-Friendly Concrete with High Initial Compressive Strength Using Recycled Concrete, Silica Fume and Superplastiser

Authors

  • Tri Yuhanah Institut Teknologi PLN Author
  • Devita Mayasari Institut Teknologi PLN Author
  • Tomy Iduwin Institut Teknologi PLN Author

DOI:

https://doi.org/10.69693/sustainable.v1i1.5

Keywords:

Compressive Strength , Tensile Strength, Waste Concrete, Silica Fume, Superplasticizer

Abstract

The increasing demand for concrete in the construction industry continues to progress every year. Various concrete innovations have been developed to meet the needs of projects that require fast turnaround times and high efficiency but have a negative impact on the environment. Concrete waste as a solution to reduce construction waste, silica fume as a substitute for cement, so that it can reduce the use of natural materials and increase the resistance of concrete to cracks and corrosion, and superplasticizer increases the strength and flow ability of concrete. This research focuses on the use of silica fume and concrete waste as a partial substitution for concrete materials, as well as the use of superplasticizers to increase the compressive strength of concrete. Silica fume is used as a cement substitution with variants of 0%, 5%, 10%, and 15%, concrete waste is used as a substitute for coarse aggregate by 25%, and superplasticizer by 1%. In normal concrete and variants 1 to 4, the compressive strength value at the age of 28 consecutive days is 25,370 MPa; 26,125 MPa; 26,597 MPa; 27,634 MPa; and 29,520 MPa. The tensile strength is 2,025 MPa, 2,122 MPa, 2,146 MPa, 2,334 MPa and 2,594 MPa, respectively. Through this study, the right composition was obtained to make concrete with high initial compressive strength, the percentage increase in high initial compressive strength value at the age of 3 days was 47.110%.

Downloads

Download data is not yet available.

References

[1] Abibullah, “Pengaruh Pemanfaatan Limbah Beton Sebagai Pengganti Sebagian Agregat Kasar Terhadap Kuat Tekan Beton,” Jurnal Karajata Engineering, Vol. 1, Hlm. 119–127, 2021.

[2] Natt Makul 1, Roman Fediuk 2 , Mugahed Amran 3,4,*, Abdullah M. Zeyad 5 , Gunasekaran Murali 6, Nikolai Vatin 7 , Sergey Klyuev 8 , Togay Ozbakkaloglu 9 and Yuriy Vasilev 7 (2021) : Use of Recycled Concrete Aggregates in Production of Green Cement-Based Concrete Composites. https://doi.org/10.3390/cryst11030232 https://www.mdpi.com/journal/crysta

[3] Soelarso, Baehaki, Dan N. Fatah Sidik, “Pengaruh Penggunaan Limbah Beton Sebagai Pengganti Agregat Kasar Pada Beton Normal Terhadap Kuat Tekan Dan Modulus Elastisitas,” Jurnal Fondasi, Vol. 5, No. 2, 2016

[4] Ngoc Kien Bui, Tomoaki Satomi, Hiroshi Takahashi, 2018. Mechanical properties of concrete containing 100% treated coarse recycled concrete aggregate. Construction and Building Materials. Volume 163, 28 February 2018, Page 496-507.

[5] Ngoc Kien Bui, Tomoaki Satomi, Hiroshi Takahashi, 2017. Improvement of mechanical properties of recycled aggregate concrete basing on a new combination method between recycled aggregate and natural aggregate . Construction and Building Materials. Volume 148, 1 September 2017, Page 376-385.

[6] Hamed Dabiria, Mahdi Kioumarsib, Ali Kheyroddinc, Amirreza Kandirid, Farid Sartipi. (2022) Compressive strength of concrete with recycled aggregate; a machine learning-based evaluation . Cleaner Materialk. https://doi.org10.1016/j.elema.2022.10004

[7] Sudika, I. G. M., Partama, I. G. N. E., & Dinata, I. G. S. (2019). Analisis limbah benda uji beton untuk mensubstitusi agregat kasar pada campuran beton. Jurnal Gradien, 11(1), 46–56.

[8] S. Sulasmi, M. Hasanbasri, Dan Rustamaji, “Indentifikasi Dampak Industri Semen Yang Merugikan Masyarakat,” Artikel Pemakalah Paralel, Hlm. 280–289, 2022.

[9] Suzanti, S. (2021). Pengaruh pengganti sebagian semen dengan silica fume dan penambahan polypropylene fiber terhadap kuat tekan, kuat tarik belah dan porositas beton dengan perendaman air tawar. 1–95.

[10] Yuhanah, T., Iduwin, T., & Wicaksono, B. (2018). Pengaruh fly ash dengan penambahan cacahan karet, silica fume dan superplasticizer terhadap beton. Jurnal Forum Mekanika, 7(1), 1–12

[11] Fitriani, D., & Pungky, S. (2018). Pengaruh penggunaan chemical admixture silica fume dan superplasticizer terhadap perkembangan kuat tekan awal beton pada umur 24 jam. Jurnal ArTSip, 1(1).

[12] Kumar, A., Kumar, A., Magsi, M. A., & Oad, M. (2023). Compressive strength of recycled aggregate concrete incorporating silica fume. International Research Journal of Modernization in Engineering Technology and Science, 5(10). https://doi.org/10.56726/irjmets45077

[13] Rao, M. V., Akhilesh, A., Rudraraju, V., & Tammana, A. B. (2018). Compressive and split tensile strength characteristics of silica fume modified fiber reinforced concrete. Journal of Engineering Research and Application, 8, 21–28. https://doi.org/10.9790/9622-0806052128

[14] R. Sitanggang, N. S. Hutabarat, Dan R. Ginting, “Penggunaan Superplasticizer Pada Beton Mutu f’c 25 MPa,” Jurnal Ilmiah Teknik Sipil, Vol. 11, No. 2, Hlm. 202, Agu 2022, Doi: 10.46930/Tekniksipil.V11i2.2707.

Downloads

Published

2025-03-10

Issue

Section

Articles

How to Cite

[1]
T. Yuhanah, D. . Mayasari, and T. . Iduwin, Trans., “Eco-Friendly Concrete with High Initial Compressive Strength Using Recycled Concrete, Silica Fume and Superplastiser”, Sustainable, vol. 1, no. 1, pp. 27–33, Mar. 2025, doi: 10.69693/sustainable.v1i1.5.