Analysis of the Utilization of Hair Fibers as an Eco-Friendly Concrete Construction Material
DOI:
https://doi.org/10.32832/astonjadro.v14i3.17921Keywords:
concrete; compressive strength; split tensile strength; flexural strength; hair fiber.Abstract
The handling of human hair waste is still not optimal, as it is often discarded or burned, leading to environmental pollution. This research aims to utilize human hair waste as a mixture in normal concrete, resulting in a fiber-reinforced concrete product with marketable value, providing a more beneficial use compared to simply being disposed of or burned. The purpose of this study is to analyze the mechanical properties of concrete using human hair fibers. The mechanical properties to be analyzed include compressive strength, tensile splitting strength, and flexural strength. This research is based on laboratory experiments. The variations in the amount of fiber used in the study are 0.25%, 0.5%, 1%, and 1.5% of the cement weight in the concrete mix. Based on the results of mechanical property testing, it can be concluded that the optimal addition of 1% human hair fibers yielded a compressive strength of 22.86 MPa, tensile splitting strength of 2.69 MPa, and flexural strength of 4.13 MPa.
References
Suwarno, A., & Sudarmono. (2015). Kajian Penggunaan Limbah Plastik Sebagai Campuran Agregat Beton. Wahana Teknik Sipil, 1(20).
Dipohusodo, I. (1996a). Manajemen Proyek & Konstruksi. Kanisius.
Bachtiar, E., Ihsan, M., Irfan, U. R., Setiawan, A., Makbul, R., Setiawan, A. M., & Tata, A. (2022). Utilization of Artificial Coarse Aggregate from Polyethylene Terephthalate Plastic Waste in Concrete. International Review of Civil Engineering, 13(1), 19–30. https://doi.org/10.15866/irece.v13i1.21122
Iqbal, M., Erdawaty, & Bachtiar, E. (2022). Study On The Potential Utilization Of Human Hair Waste As Fiber In Concrete. Journal of Applied Civil and Environmental Engineering, 2(1).
Jimmy, G., & Vandana. (2016). Effects on Compressive Strength of Concrete by use of Natural Human Hair as Fibrous Material. Journal of Civil Engineering and Environmental Technology, 3.
G.Sreevani, S., Ajitha, mt. B., & et all. (2017). Human Hair as Fibre Reinforcement in Concrete. , India. JNT University, Anantapur.
D, J., & A, K. (2011). Hair Fibre Reinforced Concrete. Research Journal of Recent Sciences, 1.
Dipohusodo, I. (1996b). Struktur Beton Bertulang. PT Gramedia Pustaka Utama
ASTM C39/C39M-21. (2021). Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
ASTM C496/C496M-17. (2017). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
ASTM C78-09. (2009). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading).
Akbardin, J., & Sukma Permadi, G. (2014). KAJIAN PENGGUNAAN FILLER KAPUR PADA AC-WC HALUS SPESIFIKASI JALAN BINA MARGA 2010. ASTONJADRO, 3(2), 43–51. https://doi.org/10.32832/astonjadro.v3i2.814
Yudhistira Baggio, E., Hartono Bagio, T., & Tistogondo, J. (2023). Mix Design Programming for Normal Concrete using Cubic Equation. ASTONJADRO, 12(1), 77–85. https://doi.org/10.32832/astonjadro.v12i1.7143
Sulkarnain, S., Erniati, E., Gusty, S., Ritnawaty, R., Ashraf, A., Huda, M., & Putri, H. R. (2024). Effect of fine modulus of coarse aggregate on the mechanical properties of concrete submerged in sea water. ASTONJADRO, 13(2), 397–406. https://doi.org/10.32832/astonjadro.v13i2.14907
Astariani, N. K., Eka Partama, I. G. N., & Dwi, I. G. A. R. C. S. (2023). Influence Substitution of Tabas Stone Waste which Coated Polyester Resin to Concrete Compressive Strength. ASTONJADRO, 12(3), 738–745. https://doi.org/10.32832/astonjadro.v12i3.9065
S Syaiful, H Rusfana. (2022). Rigid Pavement Planning in Traffic: Case Study in Ciherang Road and Pemuda Road, Bogor Regency, INDONESIA. Journal of Applied Engineering Science 20 (2), 485-497.
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