PENGARUH CKS SEBAGAI PENGGANTI AGREGAT PADA KUAT TEKAN BETON
Abstract
Concrete with oil palm shells (OPS) is an innovative alternative to normal concrete, which is increasingly expensive. In addition, reducing palm-based waste is the objective, one of which is waste that is no longer used in the form of palm shells. Therefore, OPS concrete can also be called green or environmentally friendly concrete. Thus, OPS concrete research becomes very important so that the effect of percentage (%) OPS on the compressive strength of concrete can be analyzed. A specimen in the form of a cylinder was used in this study. Such cylinders have dimensions with a diameter of 75 mm and a height of 150 mm. And the specimen consists of 5 variations of the specimen in the form of the percentage of OPS used, namely 0%, 10%, 20%, 30%, and 40% of the weight of the coarse aggregate (stone or gravel). Each specimen will be tested for compressive strength at concrete lifespans of 7, 14, and 28 days. In this study, the variation of oil palm shells with a percentage of 10% was the optimum value of compressive strength obtained. Compressive strength will decrease in concrete with a percentage above 10%. This happens because the increasing composition of OPS causes the concrete mixture's low workability so that the concrete's compressive strength value becomes lower.
Keywords
Full Text:
PDFReferences
Adeyemi, A., Anifowose, M., Adebara, S., Olawuyia, M. dan Amototo, I. (2017). Effect of palm kernel shell (PKS) as aggregate in concrete with varying water cement ratio. Ninth International Conference of Science, Engineering & Environmental Technology, Ede, Nigeria, October 2017, 55-62.
ASTM. (2014). ASTM C09-2014, Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA, USA, ASTM Internasional.
ASTM. (2018). ASTM C33M-18, Standard specification for concrete aggregates. West Conshohocken, PA, USA, ASTM International.
Azunna, S. U. (2019). "Compressive strength of concrete with palm kernel shell as a partial replacement for coarse aggregate”. SN Applied Sciences, 1 (4), 1-10.
BPS. (2016). The Indonesia Quarrying Statistics 2011-2015. Badan Pusat Statistik. BSN. (2000).
SNI 03-2834-2000, Tata Cara Pembuatan Rencana Campuran Beton Normal. Jakarta,Badan Standarisasi Nasional.
BSN. (2008). SNI 1972-2008, Cara Uji Slump Beton. Jakarta,Badan Standarisasi Nasional.
BSN. (2011). SNI 1974-2011, Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder. Jakarta, Badan Standarisasi Nasional.
Daneshmand, S. dan Saadatian, O. (2011). "Influence of oil palm shell on workability and compressive strength of high strength concrete”. Annals of the Faculty of Engineering Hunedoara, 9 (2), 51.
Loh, L. T., Yew, M. K. dan Yew, M. C. (2018). A new mixing method for lightweight concrete with oil palm shell as coarse aggregate. International Conference on Civil and Environmental Engineering (ICCEE 2018), Kuala Lumpur, Malaysia, 2-5 October 2018, 02012.
Marpaung, R. dan Tilik, L. F. (2012). "Pengaruh Limbah Cangkang Kelapa Sawit Terhadap Kuat Tekan Dan Berat Beton”. PILAR, 7 (2),
Mo, K. H., Alengaram, U. J., Visintin, P., Goh, S. H. dan Jumaat, M. Z. (2015). "Influence of lightweight aggregate on the bond properties of concrete with various strength grades”. Construction and Building Materials, 84 377-386.
Nawati, N., Tumingan, T. dan Tistro, R. (2019). "Pengaruh Tempurung Kelapa sebagai Bahan Tambah terhadap Agregat Kasar dalam Campuran Beton Normal”. Teknologi Sipil, 3 (1), 16-20.
Prasetyo, L. (2019). Pemanfaatan Limbah Cangkang Kelapa Sawit sebagai Bahan Pembuatan Bata Ringan. Seminar Teknologi dan Rekayasa (SENTRA), Malang, Indonesia, 21-22 November 2019, 91-93.
Rahayu, H., Zaki, A., Saleh, F. dan Fauzi, A. (2021). The Effect of Different Acceleration Corrosion Processes on Flexural Strength of Oil Palm Shell Concrete. The third International Conference on Engineering, Technology and Innovative Researches (ICETIR 2021), Purwokerto, Indonesia, 1 September 2021,
Rahman, F. F., Prakoso, W. A., Tjahjono, E., Sentosa, B. O. B. dan Orientilize, M. (2020). Load-Displacement Response of Oil Palm Shell Concrete Compressive Test Using Digital Image Correlation. The 5th International Conference on Civil and Environmental Engineering for Sustainability, IOP Conference Series: Earth and Environmental Science, Johor, Malaysia, 19-20 December 2019, 012037.
Shafigh, P., Mahmud, H. B., Jumaat, M. Z. dan Zargar, M. (2014). "Agricultural wastes as aggregate in concrete mixtures–A review”. Construction and Building Materials, 53 110-117.
Sobuz, H. R., Hasan, N. M. S., Tamanna, N. dan Islam, M. S. (2014). "Structural lightweight concrete production by using oil palm shell”. Journal of Materials, Vol. 2014 6 Pages.
Tjahjono, E., Fani, A. M., Dodi, D. D., Purnamasari, E. P., Silaban, F. A. dan Arijoeni, E. (2017). The Study of Oil Palm Shell (OPS) Lightweight Concrete Using Superplasticizer, Silica Fume, and Fly Ash. International Conference on Civil and Building Materials (ICCBM), Materials Science Forum, Kowloon, Hongkong, 15-16 October 2016, 65-73.
Vitri, G. dan Herman, H. (2019). "Pemanfaatan Limbah Kelapa Sawit Sebagai Material Tambahan Beton”. Jurnal Teknik Sipil ITP, 6 (2), 78-87.
Wibisono, C. A., Zaki, A., Saleh, F. dan Fauzi, A. (2021). The Effect of Partial Replacement of Aggregate on the Flexural Strength of Corroded Oil Palm Shell Concrete. Sriwijaya International Conference on Engineering and Technology 2021 (SICETO 2021), Palembang, Indonesia, 25-26 October 2021,
Yanti, R. N. dan Hutasuhut, I. L. (2020). "Potensi Limbah Padar Perkebunan Kelapa Sawit di Provinsi Riau ”. Wahana Forestra: Jurnal Kehutanan, 15 (2), 1-11.
Zaki, A., Putri, O., Yadi, S. dan Rommel, E. (2021). Mechanical Behavior of Corroded Steel in Lightweight Concrete: A Review. 3rd International Conference on Sustainable Infrastructure, IOP Conference Series: Earth and Environmental Science, 5-6 October 2020, 012015.
Refbacks
- There are currently no refbacks.