Kuat Tekan dan Modulus Elastisitas Beton Normal yang Menggunakan Agregat Kasar Gabungan

Samuel Layang, Petrisly Perkasa

Abstract


This study aims to obtain the percentage of coarse aggregate combined between crushed stone and uncrushed stone which produces the optimum compressive strength and elastic modulus of concrete. To achieve this goal, an experimental study was carried out in the laboratory using a cylindrical specimen with a diameter of 150 mm, a height of 300 mm with six variations of the mixture. Concrete mix planning is based on SNI 03-2834-2000 concerning Procedures for Making Normal Concrete Mixture Plans. The test results show that the greatest compressive strength and elastic modulus is produced by a concrete mixture in which all coarse aggregates use crushed stone with a compressive strength value of 10.12 MPa and an elastic modulus of 16413.57 MPa. For concrete mixtures that use a combination of the coarse aggregate of crushed stone and unbroken stone, the largest compressive strength and elastic modulus are produced from a mixture of 80% crushed stone and 20% uncrushed stone.

Keywords


Compressive Strength, Elastic Modulus, Combined Coarse Aggregate

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References


Ali, A. (2017). Teori dan Desain Balok Plat Beton Bertulang. Muhammadiyah University Press.

Arman A. (2018). Kajian Kuat Tekan Beton Normal Menggunakan Standart Sni 7656-2012 Dan Astm C 136-06. Rang Teknik Journal, 1(2), 142–148.

BSI. (2002). SNI 03-2847-2002: Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung. In Bandung: Badan Standardisasi Indonesia.

Candra, A. I., Wahyudiono, H., Anam, S., & Aprillia, D. (2020). Kuat Tekan Beton Fc ’ 21 , 7 MPa Menggunakan Water Reducing and High Range Admixtures. Jurnal CIVILA, 5(1), 330–340.

Hermawan, O. H. (2018). Pengaruh Perawatan Terdapat Kuat Tekan Beton. 16(1), 1–7.

Indonesia, S. N., & Nasional, B. S. (2000). Tata cara pembuatan rencana campuran beton normal.

Khonado, M. F., Manalip, H., & Wallah, S. E. (2019). Kuat Tekan Dan Permeabilitas Beton Porous Dengan Variasi Ukuran Agregat. Sipil Statik, 7(3), 351–358.

Kuntari, H. D., Lingga, A. A., & Supriyadi, A. (2019). Analisis PPerbandingan Desain Campuran Beton Normal Menggunakan SNI 03-2834-2000 dan SNI 7656 : 2012 dengan Kuat Tekan 30 MPa. Jurnal Elektronik Laut, Sipil, Tambang (JeLAST), 6(3).

Layang, S. (2021). Konstruksi Beton Bertulang- Analisa & Desain Balok, Pelat Beton Bertulang Berdasarkan SNI2847:2019 (1st ed.). Nas Media Pustaka.

Mulyati, M., & Arkis, Z. (2020). Pengaruh Metode Perawatan Beton Terhadap Kuat Tekan Beton Normal. Jurnal Teknik Sipil ITP, 7(2), 78–84. https://doi.org/10.21063/jts.2020.v702.05

Mulyono, T. (2007). Teknologi Beton. Andi.

Mustika, W., Salain, I. M. A. K., & Sudarsana, I. K. (2016). Penggunaan Terak Nikel Sebagai Agregat Dalam Campuran Beton. Jurnal Spektran, 4(2), 36–45. https://doi.org/10.24843/spektran.2016.v04.i02.p05

Nasution. (2009). Analisa dan Desain Struktur Beton Bertulang. Penerbit ITB.

Nawy, E. G. (2008). Beton Bertulang Suatu Pendekatan Dasar. Refika Aditama.

Polii, R. A., Sumajouw, M. D. J., & Windah, R. S. (2015). Kuat Tekan Beton Dengan Variasi Agregat Yang Berasal Dari Beberapa Tempat Di Sulawesi Utara. Jurnal Sipil Statik, 3(3), 206–211.

Putri, A. P., & Tobing, A. K. (2013). Analisa Kuat Tekan Beton Menggunakan Substitusi Bahan Ramah Lingkungan. Jurnal Kajian Teknik Sipil, 3(2), 105–109.

Rahmawati, C., Aprilia, S., Saidi, T., Aulia, T. B., & Hadi, A. E. (2021). The Effects of Nanosilica on Mechanical Properties and Fracture Toughness of Geopolymer Cement. Polymers, 13(13), 2178. https://doi.org/https://doi.org/10.3390/polym13132178

Rahmawati, C., & Zainuddin, Z. (2016). Analysing The Route Of PCI Girder-Type Prestressed Concrete Tendons. International Journal of Science and Research (IJSR), 5, 1553–1559.

SNI 2847. (2013). Persyaratan Beton Struktural untuk Bangunan Gedung. Bandung: Badan Standardisasi Indonesia, 1–265.




DOI: https://doi.org/10.30601/jtsu.v8i1.2609

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Jurnal Teknik Sipil Unaya


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This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

© Jurnal Teknik Sipil Unaya : Published by Center for Research and Community Service (LPPM) University of Abulyatama, Aceh, Indonesia. 2019