Optimalisasi Campuran Beton Porous Dengan Bahan Tambah Abu Batu Kerajinan Batuan Gunung Merapi

Authors

  • Agung Setiawan Universitas Muhammadiyah Purworejo
  • Mochamad Teguh Universitas Islam Indonesia Yogyakarta

DOI:

https://doi.org/10.18196/bce.v2i2.15448

Keywords:

Beton porous, abu batu batuan Gunung Merapi, kuat tekan, infiltrasi, permeabilitas

Abstract

Low impact development materials to stormwater management needs to be continued. Hydraulics characteristics of porus concrete is one of the efforts to control storm water run off. The development of porus concrete to improve its mechanical and hydraulic properties continues. The results of the mentioned tests were analyzed and then the optimum proportion was determined. Laboratory experiment method using stone ash added as a by-product of rock crafts from Mount Merapi, 100% by weight of cement. Mix design using a variation of cement : aggregate 1:2 to 1:8. The results showed that the proportion of cement mixture compared to 1:3 and 1:4 aggregates with added rock ash produced a compressive strength of 14.48 MPa and 10.59 MPa, respectively.Compressive strength meets the specifications of grade D paving blocks. Infiltration of 0.25 cm/sec and 0.35 cm/sec. Permeability of 1.02 cm/s and 1.44 cm/s according to American Concrete Insitute (ACI) 552R-10. 

Author Biographies

Agung Setiawan, Universitas Muhammadiyah Purworejo

Program Studi Teknik Sipil

Mochamad Teguh, Universitas Islam Indonesia Yogyakarta

Program Studi Teknik Sipil Fakultas Teknik Sipil dan Perencanaan

References

American Concrete Institute (ACI). (2010). Report on Pervious Concrete 522R-10. Michigan, United State: ACI Committee 522.

BSN, 1996, SNI 03-0691-1996: Bata Beton (Paving Block), Badan Standardisasi Nasional, Jakarta

Nassiri, S., Rangelov, M., & Chen, Z., 2017, Preliminary Study to Develop Standard Acceptance Tests for Pervious Concrete, Washington: Department of Civil and Enviromental Engineering.

Desmaliana, E. dkk., 2018, Kajian Eksperimental Sifat Mekanik Beton Porous Dengan Variasi Faktor Air Semen, Jurnal Teknik Sipil, Volume 15, No.1, Oktober 2018, 19-29.

Faqih Nasyiin dan Gupto Krisnawan, 2019, Analisis Kuat Tekan Beton Dengan Abu Batu Sebagai Sebagian Pengganti Semen, Teras, Edisi II, Desember 2019, 1-12.

Paganggi,W. Rante, dkk., Pengaruh Penambahan Serat Polypropylene dan Nilai Permeabilitas pada Beton Berpori, Media Komunikasi Teknik Sipil, Volume 27, No.1, Juli 2021,135-142.

Peiliang, S., Jian-Xin, L., Haibing, Z., Songhui, L., & Chi Sun, P. (2020, October 214). Conceptual design and performance evaluation of high strength pervious. Construction and Building Materials. doi: https: //doi.org/10.1016/j.conbuildmat.2020.121342

Pratomo, E. P., Setyawan, A., & Djumari. (2016). Pengaruh Gradasi Terhadap Porositas dan Kuat Tekon Beton Berpori. Surakarta: Matriks Teknik Sipil,Universitas Sebelas Maret.

Suwendy Arifin and Oki Setyandito, 2021, Influence of Ash and Coconut Shell Against Compressive Strength and Permeability Characteristics of Pervious Concrete, Turkish Journal of Computer and Mathematic Education, Vol.12, No.3, 4129-4138.

S.O. Ajamu, A.A. Jimoh, and J.R. Oluremi, 2012, Evaluation of Structural Performance of Pervious Concrete in Construction, International Journal of Engineering and Technology, 2.

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Published

2022-08-31

Issue

Vol. 2 No. 2 (2022): Agustus

Section

Articles

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