Pengaruh Variasi Ukuran Agregat Terhadap Karakteristik Beton dengan Campuran Abu Sekam Padi

Authors

  • Dilla Zulhijah Jurusan Fisika FMIPA Univeritas Andalas, Indonesia
  • Sri Handani
  • Sri Mulyadi

DOI:

https://doi.org/10.25077/jif.7.2.50-55.2015

Abstract

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 %.

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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. DOI: https://doi.org/10.2486/indhealth.42.277

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Published

2015-09-01

How to Cite

Zulhijah, D., Handani, S., & Mulyadi, S. (2015). Pengaruh Variasi Ukuran Agregat Terhadap Karakteristik Beton dengan Campuran Abu Sekam Padi. JURNAL ILMU FISIKA | UNIVERSITAS ANDALAS, 7(2), 50–55. https://doi.org/10.25077/jif.7.2.50-55.2015

Issue

Vol. 7 No. 2 (2015): September 2015

Section

Riset Artikel

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