PENGARUH VARIASI GRADASI AGREGAT (SLAG) TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIK BELAH BETON

Authors

  • Abd . Basid
  • Yusuf W

DOI:

https://doi.org/10.22219/jmts.v12i1.2035

Abstract

PENGARUH VARIASI GRADASI AGREGAT (SLAG)
TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIK
BELAH BETON

Abd. Basid1, Yusuf W2

1,2Jurusan Teknik Sipil Fakultas Teknik Universitas Muhammadiyah Malang
Alamat korespondensi : Jalan Raya Tlogomas 246 Malang 65144

ABSTRACT

The use of slag as aggregate is quite reasonable because the waste slag is one that has not been
exploited well, in addition to the waste in the waste, slag also categorized tixic and hazardous waste
(B3). So, find the solution of the existing problems such as slag used as aggregate in concrete
mixes. This research was to determine the effect of variety in slag aggregate gradations on
compression strength, porosity and tensile strength of concrete side with up and down 7% from
fuller curve at 28days. From the test result obtained by the maximum compression strength of the
concrete with slag aggregate gradation that occurs at gradation III above fuller curve for 36,99
Mpa, while the maxsimum tensile strength sides also occurs in gradation III in the amount of 32,55
Mpa and for testing the minimum porosity derived porosity also occurs in gradation III is at 2,42%.
The result of testing the mechanical properties of concrete at 28 days showed that there was
influence by variety in the strength of slag aggregate concrete. That the more subtle gradations on
aggregate become the concrete more dense and has good quality.

Key Words : Concrete, Variety, Slag Anggregate

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Published

2014-11-03

How to Cite

. Basid, A., & W, Y. (2014). PENGARUH VARIASI GRADASI AGREGAT (SLAG) TERHADAP KUAT TEKAN, POROSITAS DAN KUAT TARIK BELAH BETON. Media Teknik Sipil, 12(1). https://doi.org/10.22219/jmts.v12i1.2035

Issue

Vol. 12 No. 1 (2014): Februari

Section

Articles

License

Copyright (c) 2014 Abd . Basid, Yusuf W

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Creative Commons License
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.