Analisis Kuat Tekan Beton Geopolimer Dengan Bahan Tambah Serat Plastik HDPE

Authors

  • Emilia Mayumi Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Arman Setiawan Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa
  • Eka Yuniarto Program Studi Teknik Sipil, Fakultas Teknik, Universitas Bosowa

DOI:

https://doi.org/10.56326/jptsk.v3i3.3197

Keywords:

Fly Ash, Plastik HDPE, Beton Geopolimer

Abstract

In today's infrastructure development, concrete is one of the most widely used structural materials in a construction as its basic material. To produce cement, factories produce waste gases and waste particles that can pollute the air. In this research, geopolymer concrete binder is a breakthrough to replace Portland cement binder. In this study, the added material used is HDPE plastic fiber. This research is an experiment conducted at the laboratory of concrete structures and materials at the University of Bosowa Makassar. The composition of the geopolymer concrete mixture obtained was fly ash (2.47kg), NaOH (0.56kg), Na2SiO3 (0.83kg), water (1.24kg), sand (3.60kg), crushed stone 0.5-1 (5.14kg). The HDPE plastic fibers used in this study were 5%, 10%, 15% and 20% by weight of fly ash. From the results of research using HDPE plastic fiber composition of 5%, 10% 15%, 20% respectively, the results obtained are 18,401 Mpa, 15,664 Mpa, 13,022 Mpa, 11,323 Mpa.

References

Lehne, J., & Preston, F. (2018). Making Concrete Change Innovation in Low-carbon Cement and Concrete. London: The Royal Institute of International Affairs.

Soutsos, M. (2012, December 3rd). Geopolymer Research. Retrieved from Queen’s University Belfast: https://blogs.qub.ac.uk/geopolymer/geopolymer-background/

Andrady, A. L., & Neal, M. A. (2009). Applications and societal benefits of plastics. Philosophical Transactions of the Royal Society B: Biological Sciences, 364(1526), 1977–1984. https://doi.org/10.1098/rstb.2008.0304

Islam, M. S., Rahman, M. H., & Iqbal, M. (2016). Use of recycled plastic waste as partial replacement of fine aggregate in concrete. Procedia Engineering, 105, 844–851. https://doi.org/10.1016/j.proeng.2015.05.092

Hopewell, J., Dvorak, R., & Kosior, E. (2009). Plastics recycling: Challenges and opportunities. Philosophical Transactions of the Royal Society B: Biological Sciences, 364(1526), 2115–2126. https://doi.org/10.1098/rstb.2008.0311

Davidovits, J. (1991). Geopolymers: Inorganic polymeric new materials. Journal of Thermal Analysis and Calorimetry, 37(8), 1633–1656. https://doi.org/10.1007/BF01912193

Hardjito, D., & Rangan, B. V. (2005). Development and properties of low-calcium fly ash-based geopolymer concrete. Research Report GC1, Curtin University of Technology.

Islam, M. S., Rahman, M. H., & Iqbal, M. (2016). Use of recycled plastic waste as partial replacement of fine aggregate in concrete. Procedia Engineering, 105, 844–851. https://doi.org/10.1016/j.proeng.2015.05.092

Saikia, N., & De Brito, J. (2014). Mechanical properties and abrasion behaviour of concrete containing shredded plastic waste as a partial substitution of natural aggregate. Construction and Building Materials, 52, 236–244. https://doi.org/10.1016/j.conbuildmat.2013.11.049

Shaikh, F. U. A. (2013). Deflection hardening behaviour of short fibre reinforced fly ash based geopolymer composites. Materials & Design, 50, 674–682. https://doi.org/10.1016/j.matdes.2013.03.045

Soutsos, M. N., Boyle, A. P., Vinai, R., Hadjierakleous, A., & Barnett, S. J. (2012). Factors affecting the compressive strength of fly ash-based geopolymers. Construction and Building Materials, 43, 812–815. https://doi.org/10.1016/j.conbuildmat.2013.02.017

ASTM C618. (1995). Standard Test Method for Fly Ash and Row or calcined Natural Pozzolan for Use as a mineral Admixture in Portlan Cement Concrete. American Society for Testing of Concrete’s.

Abdullah, M. M., Razak, R. A., Yahya, Z., Hussin, K., Ming, L. Y., Yong, H. C., et al. (2013). Asas Geopolimer (Teori & Amali) (1st ed.). Perlis: Unit Penerbitan Universiti Malaysia Perlis.

Anuradha, R., V., S., R., V., & B.V., R. (2011). Modifed Guidelines for Geopolymer Concrete Mix Design Using Indian Standard. Coimbatore; Perth.

Clarence, W. (1966). The Theory and Practice of Reinforced Concrete. In New and Practice of Reinforced Concrete. New Book Company.

Davidovits, J. (1994). Property of Geopolymer Cement. Australia: First International Conference of Alkaline Cements and Concrete.

Davidovits, J. (1999). Cheminary of Geopolymer Terminology Geopolymer System. France: Instrumentation Conferences.

Dewi, S. U., & Purnomo, R. (2016). PENGARUH TAMBAHAN LIMBAH PLASTIK HDPE (HIGH DENSITY POLYETHYLENE) TERHADAP KUAT TEKAN BETON PADA MUTU K.125. TAPAK (Teknologi Aplikasi Konstruksi) Vol. 6 No. 1, 15-29.

Ekaputri, J., & Triwulan, T. (2013). Sodium sebagai Aktivator Fly Ash, Trass dan Lumpur Sidoarjo dalam Beton Geopolimer. Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil.

Ekaputri, J., Triwulan, T., & Damayanti, O. (2007). Sifat Mekanik Beton Geopolimer Berbahan Dasar Fly Ash Jawa Power Paiton sebagai Material Alternatif. Jurnal PONDASI, vol 13 no 2, 124-139.

Hartanto, D. A. (2007). Pembuatan beton geopolimer dengan menggunakan sisa beton semen. Bachelor Thesis. Universitas Indonesia.

Kosnatha, & Prasetio. (2007). Pengaruh jenis kelas fly ash pada kuat tekan beton.

Lehne, J., & Preston, F. (2018). Making Concrete Change Innovation in Low-carbon Cement and Concrete. London: The Royal Institute of International Affairs.

Liew Yun-Ming, H. C.-Y. (2016, Agustus 20). Structure and Properties of clay-based geopolymer cements: A review. Progress In Materials Science , pp. 596-610.

Suarnita, I. (2011). KUAT TEKAN BETON DENGAN ADITIF FLY ASH EX. PLTU MPANAU TAVAELI. Jurnal SMARTek vol 9, no 1 .

Sutanto, E., & Hartono, B. (2005). Penelitian Beton Geopolymer dengan Fly Ash untuk Beton Struktural. Surabaya: Jurusan Teknik Sipil Universitas Kristen Petra.

Sariman, S., Setiawan, A., Syahrul, S., & Adum, A. (2023). Variasi Abu Terbang dan Abu Sekam Padi Terhadap Kuat Tekan Beton Geopolymer. Jurnal Ilmiah Ecosystem, 23(3), 807-815.

Downloads

Published

2025-09-30