Analisis Pengaruh Ukuran Maksimum Agregat Kasar Terhadap Kuat Tekan dan Porositas Pada Beton Normal
Abstract
Concrete is a very popular building material used in the world of construction services, consisting of a mixture of Portland cement (PC) or other hydraulic cement, fine aggregate, coarse aggregate and water, with or without the use of additional materials that form a solid mass.
This test is a research study in the laboratory by examining the materials that make up concrete including aggregate sieve analysis testing, water content testing, mud content testing, unit weight testing, aggregate specific gravity testing, coarse aggregate wear testing, slump testing and compressive strength testing, porosity testing, which is carried out according to the SNI method.
Based on the results of the research carried out, it was found that the average compressive strength value of concrete for two different types of crushed stone material, for a gradation of 1-2 cm with moramo crushed stone material was 17.94 Mpa and pondidaha material was 18. 41 Mpa. And for a gradation of 2-3 cm, the average compressive strength for moramo crushed stone was 16.90 Mpa, while for pondidaha crushed stone it was 17.46 Mpa
Downloads
References
Arkis, Z. (2020). Pengaruh metode perawatan beton terhadap kuat tekan beton normal. Jurnal Teknik Sipil Institut Teknologi Padang, 7(2), 5-5.
Ginting, A. (2015). Pengaruh rasio agregat semen dan faktor air semen terhadap kuat tekan dan porositas beton porous. Jurnal Teknik Universitas Janabadra, 5(1), 1-9.
Putra, E. H. (2021). Beton Sebagai Material Konstruksi. Gre Publishing.
Soelarso, S., & Baehaki, B. (2016). Pengaruh Penggunaan Limbah Beton Sebagai Pengganti Agregat Kasar Pada Beton Normal Terhadap Kuat Tekan Dan Modulus Elastisitas. Fondasi: Jurnal Teknik Sipil, 5(2).
Sultan, M. A. (2019). Korelasi porositas beton terhadap kuat tekan rata-rata. Teknologi Sipil: Jurnal Ilmu Pengetahuan dan Teknologi, 2(2).
Tjokrodimuljo, K. (2004). Teknologi Beton, Buku Ajar. Jurusan Teknik Sipil–Magister Teknologi Bahan Bangunan–Universitas Gadjah Mada, Yogyakarta, Yogyakarta.
Trianah, Y., & Sani, S. (2022). Pengaruh Penambahan Serabut (Fiber) Kelapa Sawit Terhadap Porositas Beton. Jurnal Deformasi, 7(1), 92-101.
Badan Standarisasi Nasional. SNI 03-2834 2000. Tata Cara Pembuatan Rencana Campuran Beton Normal. Bandung
Badan Standarisasi Nasional. SNI 03-2847-2002. Tata Cara Perencanaan Struktur Beton.
Badan Standarisasi Nasional. SNI 2493:2011. Tata Cara Pembuatan Dan Perawatan Benda Uji Di laboratorium.
Badan Standarisasi Nasional. SNI 1972-2008. Tata Cara Uji Slump Beton
Badan Standarisasi Nasional. SNI 2847 : 2019. Persyaratan Beton Struktural Untuk Bangunan Gedung
Copyright (c) 2024 Hujiyanto Hujiyanto, Irwan Lakawa, Hakiman Hakiman, Marhcel Yupi Paembonan, Marhcel Yupi Paembonan
This work is licensed under a Creative Commons Attribution 4.0 International License.