STUDI EKSPERIMENTAL PENGARUH FLY ASH DAN SERAT KELAPA PADA BETON UNTUK PERKERASAN KAKU
Abstract
Concrete structures are very vulnerable to cracking due to the brittle nature of the material and strong against pressure, but weak against tension. Meanwhile, green technology and sustainable materal are popular nowadays due to global warming issues. Therefore, subtituting material in concrete which are come from waste disposal are used in this research. Waste materials as a substitute for aggregate in concrete is currently increasing as the demand of green technology. In this research, the waste material used are fly ash and coconut fiber. Fly Ash as the replacement of cement from PLTU of Teluk Sirih and coconut fiber from Padang Pariaman will be studied. The aim of this research was to find out the effect of using Fly Ash and coconut fiber on the compressive strength and flexural strength of concrete. For the use of fiber, soaking will be carried out using NaOh which will affect the wettability angle of the fiber. The experimental method was used in this study, while the tests carried out included material testing, compressive strength test and flexural strength test. Tests carried out refer to the American Standard Testing and Materials (ASTM). Mix design were investigated based on ACI 211 4R-93 for High Strength Concrete. Based on the experimental results, the highest value of compressive strength test was attained in the 4th concrete variation with a concrete mixture of 15% Fly Ash + 1% Coconut Fiber + Sika Viscocrete with a value of 32.1 MPa and the flexural strength value as of 5.3 Mpa.
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M. Setiawati, “Fly Ash Sebagai Bahan Pengganti Semen Pada Beton,” Semin. Nas. Sains dan Teknol., vol. 17, pp. 1–8, 2018, [Online].Available:https://jurnal.umj.ac.id/index.php/semnastek/article/view/3556
F. Adibroto, E. Suhelmidawati, and A. A. M. Zade, “Eksperimen Beton Mutu Tinggi Berbahan Fly Ash Sebagai Pengganti Sebagian Semen,” J. Ilm. Rekayasa Sipil, vol. 15, no. 1, pp. 11–16, 2018, doi: 10.30630/jirs.15.1.85.
. A S. Darmanto, Y.Sumanti, H. Sustanto, “Peningkatan kekuatan serat serabut kelapa dengan perlakuan alkali,” Teknis, vol. 6 no.3, 2011.
M. A. Habe and N. Wahyuni, “ANALISIS PENGARUH LAMA PERENDAMAN TERHADAP PERUBAHAN DIAMETER,” pp. 101–110.2015.
Z. Mahmud and Y. Ferry, “Prospek Pengolahan Hasil Samping Buah Kelapa Prospek Pengolahan Hasil Samping Buah Kelapa,” Perspektif, vol. 4, no. 2, pp. 55–63, 2005.
P. D. Sheet, “Sika ® ViscoCrete ® -1003,” 2018.
R. S. A. Ningsih, “Pengaruh Pemakaian Viscocrete 1003 Pada Beton Mutu Tinggi Yang Memakai Tempurung Kelapa Sebagai Fillersemen,” Tugas Akhir, pp. 1–81, 2018.
T. O. Standard, “Standard Test Method for Density ( Unit Weight ), Yield , and Air Content ( Gravimetric ),” pp. 6–9, 2009.
I. A. Concrete and M. Detriot, “ACI Comittee 211.4R. Guide for Selecting Proportions for High- Strength Concrete with Portland Cement and Other Cementitious Materials.” 1993.
I. ASTM and C. West, “ASTM C494. Standard Spesification for Chemical Admixtures for Concrete.” 2005.
I. ASTM and C. West, “ASTM C33/C33M. Standard Spesification For Concrete Aggregates.” 2013.
I. ASTM and C. West, “ASTM C150 Standard Spesification for Portland Cement.” 2012.
I. ASTM and C. West, “ASTM C125a. Standard Terminology Relating to Concrete and Concrete Aggregates.” 2010.
I. ASTM and C. West, “ASTM C143/C143M. Standard Test Method for Slump of Hydraulic- Cement Concrete.” 2012.
I. ASTM and C. WEst, “ASTM C1602/C1602M Standard Spesification for Mixing Water Used in the Production of Hydraulic Cement Concrete.” 2018.
I. ASTM and C. West, “ASTM C39/C39M. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.” 2014.
A. C. I. E. Bulletin, “ACI Education Bulletin E4-12 Chemical Admixtures for Concrete”.
ASTM C78, “ASTMC 78: Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)ASTM International. USA,” Annu. B. ASTM Standars, vol. 04.02, pp. 1–3, 2002.
Ahmad, J.; Aslam, F.; Martinez-Garcia, R.; El Ouni, M.H.; Khedher, K.M. Performance of Sustainable Self-Compacting Fiber Reinforced Concrete with Substitution of Marble Waste (MW) and Coconut Fibers (CFs). Sci. Rep. 2021, 11, 23184
DOI: http://dx.doi.org/10.30630/jipr.20.2.388
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