STUDI PENGUJIAN KADAR LUMPUR AGREGAT HALUS PADA PASIR DI KOTA BATAM
Abstract
Clay is one of the parameters that need to be tested before fine aggregates is used in construction. According to SNI 03-1750-1990, the limit of clay in fine aggregate is 5%. This study aims to determine the clay levels in the sand in Batam City. Clay levels data were analyzed using the one-sample t-test of statistical method. The results of the analysis show that the clay levels in the sand in Batam City is more than 5%, so that the sand in Batam City has not been fully used as fine aggregate for construction.
References
Dumyati, A. and Manalu, D. F. (2015) ‘Analisis Penggunaan Pasir Pantai Sampur Sebagai Agregat Halus Terhadap Kuat Tekan Beton’, FROPIL (Forum Profesional Teknik Sipil), 3(1), pp. 1–13. doi: 10.33019/FROPIL.V3I1.1203.
Iskandar, I. and Karolina, R. (2013) ‘Pengaruh Penggunaan Pasir Pantai Sebagai Pengganti Agregat Halus Pada Balok Beton Bertulang’, JURNAL TEKNIK SIPIL USU, 2(1). Available at: http://download.garuda.kemdikbud.go.id/article.php?article=1437273&val=4146&title=PENGARUH PENGGUNAAN PASIR PANTAI SEBAGAI PENGGANTI AGREGAT HALUS PADA BALOK BETON BERTULANG (Accessed: 23 June 2022).
Muhammad Hidayat Jaya, M. (2016) ‘Analisis Proksimat Potensi Briket Bioarang Sebagai Energi Alternatif di Desa Kusu, Maluku Utara’, Techno: Jurnal Penelitian, 5(1), pp. 15–21.
Mukhlis, A. (2020) ‘Studi Kuat Tarik Beton dengan Menggunakan Agregat Kayu Kelas I’, Jurnal Geuthèë: Penelitian Multidisiplin, 3(3), pp. 519–526.
Mulyono, T. (2005) Teknologi Beton. Yogyakarta: Andi Ofset.
Purwanto, P. and Priastiwi, Y. A. (2012) ‘Pengaruh Kadar Lumpur Pada Agregat Halus Dalam Mutu Beton’, TEKNIK, 33(2), pp. 46–51. doi: 10.14710/TEKNIK.V33I2.4385.
Siyoto, S. and Sodik, M. A. (2015) Dasar Metodologi Penelitian. Literasi Media Publishing.
Tjokrodimuljo, K. (2007) Teknologi Beton. Yogyakarta: Andi Ofset.
Triola, M. F. (2018) Elementary Statistics. 13th Edition. United States of America: Pearson Education Limited.
Copyright (c) 2022 RACIC : Rab Construction Research
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.
1. Copyright of all journal manuscripts is held by the RACIC : Rab Construction Research
2. Formal legal provisions to access digital articles of electronic journal are subject to the provision of the Creative Commons Attribution-ShareAlike license (CC BY-NC-SA), which means that RACIC : Rab Construction Research is rightful to keep, transfer media/format, manage in the form of databases, maintain, and publish articles.
3. Published manuscripts both printed and electronic are open access for educational, research, and library purposes. Additionally, the editorial board is not responsible for any violations of copyright law.
licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.