Article Sidebar

Submitted
January 25, 2019
Accepted
January 25, 2019
Published
January 28, 2019
Download
PDF
Statistic
Read Counter : 165 Download : 435

Main Article Content

Abstract

Rice Husk Ash usually used as pozzolanic material admixtures that have been used for Geopolimer concrete. This study report on the behavior on mechanical properties (compressive and flexural) of rice husk ash geopolimer concrete using activator sodium silicate and sodium hydroxide with variation comparison of sodium silicate to sodium hydroxide was 0,25; 0,1; and 1,25. Concrete testing included the determination of compressive and flexural properties.  It was shown that the behavior of compressive properties of comparison of sodium silicate to sodium hydroxide 1,0 was the optimum result and the behavior of flexure properties got
optimum result on the comparison of sodium silicate and sodium hydroxide was 1,25.

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
Yusnar, C., Ruhana, R., & YH, S. (2019). MECHANICAL PROPERTIES BETON AGROPOLIMER ABU SEKAM PADI DENGAN AKTIVATOR SODIUM SILIKAT DAN SODIUM HIDROKSIDA. Inersia: Jurnal Teknik Sipil, 9(2), 23–32. https://doi.org/10.33369/ijts.9.2.23-32
Download Citation
Endnote/Zotero/Mendeley (RIS)
BibTeX

References

  1. Bakri. 2008. Komponen Kimia dan Fisik Abu Sekam Padi sebagai SCM untuk Pembuatan Komposit Semen, Jurnal Perennial. 5(1):9-14.
  2. Bui, et.al. 2005. Particle size Effect on the Strength of Rice Husk Ash Blended Gap–Grade Portland Cement Concrete, Cement and Concrete Composite. 27:357-366.
  3. Chindraprasit, P, and Rukzon, S. 2007. Strength Porosity and Corrossion of Rsistance of Ternarry Blend Portland Cement, Rice Ash and Fly Ash Mortal, Construction and Building Material. 20:1601-1606.
  4. C.Y Heah, etc. 2012. Study on Solid to Liquid and Alkaline Activator Ratios on Kaoline Based Geopolimer, Construction and Building Material
  5. Journal. 35(2012):912-922.
  6. Daviddovits. 2008. Analize of Geopolymer Conctere Properties, Construction and Building Material. 20:1568-1576.
  7. Ismail, M. S, and Waliuddin. A. M. 1996. Effect of Rice Husk on High Strength Concrete, Construction and Building Material. 10(11): 521-526.
  8. Katsuki, H, Furuta, S, Watari ,T, and Kommens. 2005. ZSM -5- Zeolite porous carbon composite conventional and Microwave- Hydrothermal Synthetic from Carbonized Rice Husk Microporeous and Mesoporeous Material. 86:145-151.
  9. Niken, S. 2010. Kajian terhadap Beton Polimer dengan Bahan Tambahan Abu Sekam Padi. Jurnal Teknik Sipil Institut Teknologi Bandung, Bandung.
  11. Saraswati, V, and Song Ha-Wan. 2007. Corrossion Performance of Rice Husk Ash Blended Concrete, Construction and Building Material. 21: 1779-1784.
  12. Singh, N.B, Rai, S, and Chaturreli, S. 2002. Hydration of Composite Cement, Proggress in Christall Growth and Caracterization of Material. 171-179.
  13. Yun Yong Kim, etc. 2014. Strength and Durability Performance of Alkali Activated Rice Husk Ash Geopolimer Mortar. Hindawi Publising Corpotaion
  14. Scientific World Journal. 305-315.