Article Sidebar

Submitted
Aug 30, 2020
Accepted
Mar 31, 2021
Published
Mar 29, 2021
Download
pdf
Statistic
Read Counter : 433 Download : 374

Main Article Content

Abstract

This study aims to determine the effects of nickel slag in the concrete mixture and on its compressive strength value. In this study, cylindrical specimen having 15cm diameter and 30cm height is used. We have used nickel slag as substitute of coarse aggregate in weight ratio of 25%, 50% & 100% respectively of coarse aggregate in sample. The ratio of concrete mixture used in this study is comprised of ratio 1:2:3 of cement, sand & gravel respectively. Compressive strength was used as a parameter for testing the samples in this study. Test was performed using compression Testing machine, from the test results, the mean value of the average compressive strength of cylindrical concrete at the age of 3 days with a 25% variant nickel slag is 134.02 kg / cm2, 50% variant nickel slag is 165.76 kg / cm2, and 70% variant nickel slag is 148.92 kg / cm2, at age 7 days for the 25% is 219.61 kg / cm2, the 50% variant is 191.27 kg / cm2, and the 70% is 181.57 kg / cm2, while at the age of 28 days the 25% is 275.09 kg / cm2, the 50% iis equal to 296.28 kg / cm2, and the 70% is 225.37kg / cm2



 

Keywords

Concrete Nickel Slag Compression test Coarse Aggregate

Article Details

Creative Commons License

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

Authors who publish with Jurnal TESLINK : Teknik Sipil dan Lingkungan agree to the following terms:

  1. Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License (CC BY-SA 4.0) that allows others to share the work with an acknowledgment of the work's authorship and initial publication in this journal. 
  2. Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgment of its initial publication in this journal.
  3. Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work.

Lisensi Creative Commons
Jurnal TESLINK : Teknik Sipil dan Lingkungan is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.

How to Cite
Setiawati, D., Jatmika, B., & Aditya, M. R. (2021). Pengaruh limbah logam pada kuat tekan beton. Jurnal TESLINK : Teknik Sipil Dan Lingkungan, 3(1), 31-35. https://doi.org/10.52005/teslink.v2i1.47

References

  1. A. I. Candra and E. Siswanto, “Rekayasa Job Mix Beton Ringan Menggunakan Hydroton Dan Master Ease 5010.” CIVILA, 2018. doi: 10.30736/cvl.v3i2.258
  2. A. I. Candra, Suwarno, H. Wahyudiono, S. Anam, D. Aprillia, and Karisma, “Kuat Tekan Beton Fc’ 21,7 MPa Menggunakan Water Reducing and High Range Admixtures,” J. CIVILLa, vol. 5, no. 1, pp. 330–340, 2020. Available at: Google Scholar.
  3. A. O. Marina Korua Servie Dapas and B. Dwi Handono, “Kinerja High Strength Self Compacting Concrete Dengan Penambahan Admixture ‘Beton Mix’ Terhadap Kuat Tarik Belah,” J. Sipil Statik, vol. 7, no. 10, pp. 1353–1364, 2019. Available at: Google Scholar.
  4. M. Metode, S. Nasional, I. Sni, Y. Amran, and Y. Daud, “Serta Penambahan Serbuk Kaca Terhadap Peningkatan Mutu Beton Pada Perencanaan Beton Mutu Tinggi ( K-600 ),” vol. 7, no. 2, 2018. Available at: Google Scholar.
  5. P. H. Pratama, “Kapasitas Lentur Beton Bertulang Mutu Ultra Tinggi Menggunakan Fly Ash Batu Bara sebagai Aditif dan Bijih Besi sebagai Filler,” J. Civ. Eng. Student, vol. 2, no. 3, pp. 260–266, 2020. Available at: Google Scholar.
  6. Y. Amran and Y. Daud, “Analisa penggunaan silicafume, superplastizicer serta penambahan serbuk kaca terhadap peningkatan mutu beton pada perencanaan beton mutu tinggi (K-600) menggunakan metode Standar Nasional Indonesia (SNI),” TAPAK (Teknologi Apl. Konstr. J. Progr. Stud. Tek. Sipil, vol. 7, no. 2, pp. 150–162, 2018. Available at: Google Scholar.
  7. Y. Amran, “Pemanfaatan limbah plastik untuk bahan tambahan pembuatan paving block sebagai alternatif perkerasan pada lahan parkir di Universitas Muhammadiyah Metro,” TAPAK (Teknologi Apl. Konstr. J. Progr. Stud. Tek. Sipil, vol. 4, no. 2, 2016. Available at: Google Scholar.
  8. N. Nurhasni, H. Hendrawati, and N. Saniyyah, “Sekam Padi untuk Menyerap Ion Logam Tembaga dan Timbal dalam Air Limbah,” J. Kim. Val., vol. 4, no. 1, 2014. doi: 10.15408/jkv.v4i1.1074
  9. A. N. Majalis, N. V. Permatasari, Y. Novitasari, N. Wicaksono, D. Armin, and R. Pratiwi, “Kajian Awal Produksi Fero Sulfat dari Slag Nikel Melalui Proses Pelindian Menggunakan Asam Sulfat,” J. Ilmu Lingkung., vol. 18, no. 1, pp. 31–38, 2020, doi: 10.14710/jil.18.1.31-38. doi: 10.14710/jil.18.1.31-38
  10. M. M. H. Ibrahim, R. Karim, and J. Nide, “Pengendalian Dampak Limbah Pabrik ( Slag ) Pada Pengolahan Bijih Nikel Menjadi Nikel Pig Iron ( Npi ) di PT . Fajar Bakti Lintas Nusantara Kecamatan Pulau Gebe Kabupaten Halmahera Tengah Propinsi Maluku Utara .,” vol. 2, no. 1, pp. 34–38, 2019. Available at: Google Scholar.
  11. H. Hijriah and N. H. Yunianti, “Pemanfaatan limbah Iron Slag sebagai material pengganti sebagian pasir pada produksi beton,” TAPAK (Teknologi Apl. Konstr. J. Progr. Stud. Tek. Sipil, vol. 10, no. 2, pp. 117–123, 2021. Available at: Google Scholar.
  12. A. Mukhlis, “Pengaruh Penggunaan Agregat Tulang Sapi Terhadap Kuat Tekan Beton,” Portal J. Tek. Sipil, vol. 12, no. 1, pp. 40–47, 2020. Available at: Google Scholar.
  13. W. Mustika, I. Salain, and I. K. Sudarsana, “Penggunaan terak nikel sebagai agregat dalam campuran beton,” J. Spektran Vol, vol. 4, no. 2, 2016. doi: 10.24843/SPEKTRAN.2016.v04.i02.p05

Most read articles by the same author(s)