Pengaruh Variasi Ukuran Agregat Terhadap Karakteristik Beton dengan Campuran Abu Sekam Padi
DOI:
https://doi.org/10.25077/jif.7.2.50-55.2015Abstract
Telah dilakukan penelitian tentang pengaruh variasi ukuran agregat kasar 9,6-12,5 mm, 12,5-19 mm dan 19- 25,4 mm terhadap karakteristik beton dengan campuran abu sekam padi 10 %. Semen yang digunakan yaitu Ordinary Portland Cement (OPC). Karakterisasi yang dilakukan meliputi pengujian kuat tekan, kuat tarik, porositas dan daya serap air dengan mutu beton K350. Hasil optimal untuk kuat tekan diperoleh pada ukuran agregat 9,6 – 12,5 mm sebesar 487 kg/cm2, sedangkan untuk kuat tarik diperoleh pada ukuran agregat 12,5 – 19 mm sebesar 35 kg/cm2. Porositas dan daya serap air optimal diperoleh pada ukuran agregat 9,6 -12,5 mm masing - masing sebesar 1,9 %.
Downloads
References
Mulyono, T., 2005, Teknlogi Beton, Andi, Yogyakarta.
Sagel, R., Kole, P dan Gideon, H., 1993, Pedoman Pengerjaan Beton, Erlangga, Jakarta.
Shinohara, Y. and Kohyama, N., 2004, Quantitative Analysis of Tridymite and Cristobalite Crystallized in Rice Husk Ash by Heating, Industrial Health, 42: 277– 285.
Downloads
Published
How to Cite
Issue
Section
Citation Check
License
Please find the rights and licenses in JIF (Jurnal Ilmu Fisika).
1. License
The non-commercial use of the article will be governed by the Creative Commons Attribution license as currently displayed on Creative Commons Attribution-NonCommercial 4.0 International License.
2. Author's Warranties
The author warrants that the article is original, written by stated author(s), has not been published before, contains no unlawful statements, does not infringe the rights of others, is subject to copyright that is vested exclusively in the author and free of any third party rights, and that any necessary written permissions to quote from other sources have been obtained by the author(s).
3. User Rights
JIF's spirit is to disseminate articles published are as free as possible. Under the Creative Commons license, JIF permits users to copy, distribute, display, and perform the work for non-commercial purposes only. Users will also need to attribute authors and JIF on distributing works in the journal.
4. Rights of Authors
Authors retain the following rights:
- Copyright, and other proprietary rights relating to the article, such as patent rights,
- The right to use the substance of the article in future own works, including lectures and books,
- The right to reproduce the article for own purposes, provided the copies are not offered for sale,
- The right to self-archive the article.
5. Co-Authorship
If the article was jointly prepared by other authors, the signatory of this form warrants that he/she has been authorized by all co-authors to sign this agreement on their behalf, and agrees to inform his/her co-authors of the terms of this agreement.
6. Termination
This agreement can be terminated by the author or JIF upon two months's notice where the other party has materially breached this agreement and failed to remedy such breach within a month of being given the terminating party's notice requesting such breach to be remedied. No breach or violation of this agreement will cause this agreement or any license granted in it to terminate automatically or affect the definition of JIF.
7. Royalties
This agreement entitles the author to no royalties or other fees. To such extent as legally permissible, the author waives his or her right to collect royalties relative to the article in respect of any use of the article by JIF or its sublicensee.
8. Miscellaneous
JIF will publish the article (or have it published) in the journal if the article's editorial process is successfully completed and JIF or its sublicensee has become obligated to have the article published. JIF may conform the article to a style of punctuation, spelling, capitalization, referencing and usage that it deems appropriate. The author acknowledges that the article may be published so that it will be publicly accessible and such access will be free of charge for the readers.
