Article Sidebar

Submitted
August 8, 2019
Accepted
August 20, 2019
Published
September 14, 2019
Download
PDF
Statistic
Read Counter : 185 Download : 266

Main Article Content

Abstract

Concrete is a material that have the strength to compression, but it is weak against tensile strength. The weakness of the tensile strength of concrete can be minimized by adding pandanus tectorius fiber. This study was aimed to determine the effect of adding pandanus tectorius fiber to split- tensile strength of concrete and percentage of the fiber in concrete that shows the highest split- tensile strength. The specimens used in this study is cylindrical with dimensions of 30 cm in height and 15 cm in diameter (SNI 03-4810-1998). Total of specimens is 32 that consist of 8 normal concretes and 24 variation concretes. An addition of pandanus tectorius fiber with the variation of 0,25%, 0,5%, and 0,75% was based on volume of the specimen. The mix design of concrete used water-cement ratio of 0.5 and slump of 60-100 mm. The splittensile strength of concrete was tested at 7 days and 14 days of dryng after immersing for 27 days. The result of split-tensile strength test of concrete with a variation of pandanus tectorius fiber showed a decreasing. The decreasing of split-tensile strength of concrete at 41 days was smaller than at 34 days to normal concrete. The highest decreasing percentage of split-tensile strength of variation concrete to normal concrete was respectively 9,249% (variation 0,25 tested at 41 days) and 14,518% (variation 0,75% tested at 34 days) .

Article Details

License

Authors who publish with this journal 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 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 (See The Effect of Open Access).
  4. This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
How to Cite
hadi, faizal, & Gunawan, A. (2019). PENGARUH LAMA PENGERINGAN BETON SERAT PANDAN PUNDAK DURI (PANDANUS TECTORIUS) TERHADAP KUAT TARIK BELAH BETON. Inersia: Jurnal Teknik Sipil, 11(1), 1–6. https://doi.org/10.33369/ijts.11.1.1-6
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. ACI Commite 544, 2002, Building Code Requirements for Structural Concrete
  2. (318-02) and Cemenraty (318R-02), American Concrete Institute, Farmington Hills, Michigan.
  3. Amna, Wesli, Hamzan, 2014, Jurnal Penelitian : Pengaruh Penambahan
  4. Serat Tandan Sawit Terhadap Kuat Tekan dan Kuat Lentur Beton, Fakultas Teknik Jurusan Teknik Sipil Universitas Malkussaleh, Aceh.
  5. Amri, S., 2005, Teknologi Beton, Penerbit : Yayasan John Hi-Tech Idetama, Jakarta.
  6. Anonim, 1979, Peraturan Beton Bertulang Indonesia, Departemen Pekerjaan Umum dan Tenaga Listrik, Bandung.
  7. Aulia, M. D., 2012, Jurnal Penelitian : Studi Ekperimental Permeabilitas dan Kuat Tekan Beton K-450 Menggunakan Zat Adiktif Conplast WP421, Fakultas Teknik Jurusan Teknik Sipil Universitas Komputer Indonesia,
  8. Bandung.
  9. Darul, Syahroni, Edison, B., 2013, Jurnal
  10. Penelitian : Kajian Pengaruh Serat Ijuk
  11. Terhadap Kuat Tarik Belah Beton K175,
  12. Fakultas Teknik Jurusan Teknik Sipil Universitas Pasir Pangaraian, Riau.
  13. Han, J.S., 1998, Properties Of Nonwood Fibers. Procceding Of The Korean Of Wood Science and Technology Annual Meeting.
  14. Kemalasari, D., 2008, Skripsi “ Analisis Pengaruh Penambahan Serat Kawat Berkait pada Beton Mutu Tinggi Berdasarkan Optimasi Diameter
  15. Serat”, Fakultas Teknik Jurusan Teknik Sipil Universitas Diponegoro,
  16. Semarang.
  17. Sari, R.A.I., Wallah, S.E., Windah, R.S., 2015, Jurnal Penelitian : Pengaruh Jumlah Semen dan Fas Terhadap Kuat Tekan Beton dengan Agregat yang Berasal dari Sungai, Fakultas Teknik Jurusan Teknik Sipil Universitas Sam Ratulangi, Manado.
  18. SNI 03-1968-1990. Metode Pengujian Analisa Saringan, Departemen
  19. Pekerjaan Umum, Jakarta.
  20. SNI 03-1969-1990. Metode Pengujian Berat Jenis dan Penyerapan Air
  21. Agregat Kasar, Departemen Pekerjaan Umum, Jakarta.
  22. SNI 03-1970-1990. Metode Pengujian Berat Jenis dan Penyerapan Air
  23. Agregat Halus, Departemen Pekerjaan Umum, Jakarta.
  24. SNI 03-1971-1990. Metode Pengujian Kadar Air Agregat, Departemen
  25. Pekerjaan Umum, Jakarta.
  26. SNI 03-4143-1990. Metode Pengujian Kadar Lumpur, Departemen Pekerjaan Umum, Jakarta.
  27. SNI 03-4143-1991. Metode Pengujian Kadar Lumpur, Departemen Pekerjaan Umum, Jakarta.
  28. SNI 03-2816-1992. Metode Pengujian Kadar Organik, Departemen Pekerjaan Umum, Jakarta.
  29. SNI 03-4804-1998. Metode Pengujian Berat Isi dan Rongga Udara,
  30. Departemen Pekerjaan Umum, Jakarta.
  31. SNI 03-4810-1998. Metode Pembuatan dan Perawatan Benda Uji Beton di
  32. Lapangan, Departemen Pekerjaan Umum, Jakarta.
  33. SNI 03-2049-2002. Semen Portland, Departemen Pekerjaan Umum, Jakarta.
  34. SNI 03-2491-2002. Metode Pengujian Kuat Tarik Belah Beton, Departemen Pekerjaan Umum, Jakarta.
  35. SK SNI 03-2834-2002. Tata Cara Pembuatan Rencana Campuran Beton
  36. Normal, Departemen Pekerjaan Umum, Jakarta.
  37. SNI 19-6728-2002. Penyusunan Neraca Sumber Daya-Bagian 1 : Sumber Daya Air Spasial, Departemen Pekerjaan Umum, Jakarta.
  38. SK SNI 1972-2008. Cara Uji Slump Beton, Badan Standarisasi Nasional, Jakarta.
  39. SNI 2493-2011. Tata Cara Pembuatan dan Perawatan Benda Uji Beton di
  40. Laboratorium, Badan Standarisasi Nasional, Jakarta.
  41. Suhardiman, M., 2012, Jurnal Penelitian : Kajian Pengaruh Penambahan Serat Bambu Ori Terhadap Kuat Tekan dan Kuat Tarik Beton, Fakultas Teknik Program Studi Teknik Sipil Universitas Janabadra, Yogyakarta.
  42. Winarni, I & Waluyo, T., 2006, Peningkatan Teknik Pengelolaan Pandan (Bagian I): Pewarnaan dan Pengeringan, Pusat Penelitian dan Pengembangan Hasil Hutan,Bogor.