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Pemanfaatan Limbah Beton Sebagai Pengganti Agregat Kasar Dengan Penambahan Zat Additive Beton Mix Terhadap Nilai Kuat Tekan Beton

Sultra Civil Engineering Journal (SCiEJ) · Vol. 5 No. 2 (2024) · pp. 353–362

DOI
10.54297/sciej.v5i2.659
ISSN
2716-1714
Published
2024-10-25
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

Utilization of concrete waste as an additional material for making concrete. And this research also adds chemical additives to the concrete mix using recycled coarse aggregate which is expected to increase the strength of the concrete. This research aims to determine the effect of adding concrete waste on the compressive strength of concrete due to variations in adding additives (Concrete Mix). and Knowing the comparison results of each substitute mixture of pure coarse aggregate with recycled coarse aggregate added with additives (Concrete Mix). This research method uses an experimental research method by comparing 4 (four) variations of the mixture to determine the compressive strength of concrete with a design compressive strength of 25 MPa. The results of the research show that each variation with a cylindrical specimen of 300mm x 150mm with a soaking age of 28 days, variations normal concrete with an average compressive strength of 25.38 MPa, a variation of 25% waste concrete with an average compressive strength of 21.89 MPa, a variation of waste concrete + 400ml mixed concrete with an average compressive strength of 25.48 MPa and a variation of waste concrete + mixed concrete 600ml with an average compressive strength of 28.31 MPa. So it can be concluded that the use of 25% concrete waste does not meet the planned compressive strength and cannot be used in construction, whereas by adding 400ml and 600ml mixed concrete additives, the maximum compressive strength is obtained and is suitable for use in construction.

Collaboration network of the authors

40 authors · 98 co-authorship links · 12 across different organisations · showing the 40 most connected

Hover or tap a name to highlight its co-authors. Double-click to open the author's page.

  • Universitas Muhammadiyah Parepare
  • Universitas Halu Oleo
  • IPB University
  • Institut Agama Islam Negeri Kendari
  • Universitas Islam Negeri Sultan Syarif Kasim Riau
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Sahrun SahrunAffiliation unknown4
Akhyar AbdullahUniversitas Halu Oleo4
Arifin UthaUniversitas Halu Oleo3
Jasman JasmanUniversitas Muhammadiyah Parepare2
Muhammad BasriAffiliation unknown2
Erni QomariyahAffiliation unknown2
Nurjannah NurjannahInstitut Agama Islam Negeri Kendari2
Ninik Endang PurwatiAffiliation unknown2
Liwaul LiwaulUniversitas Halu Oleo2
Nurhatimah HasanAffiliation unknown2
T NurfadilaUniversitas Muhammadiyah Parepare2
Agus BuonoIPB University1
Irman HermadiIPB University1
Risma RustiyanUniversitas Islam Negeri Sultan Syarif Kasim Riau1
Nuralfiliani NuralfilianiUniversitas Muhammadiyah Parepare1
Muhammad JabirUniversitas Muhammadiyah Parepare1
Kasmaida KasmaidaUniversitas Muhammadiyah Parepare1
Muh Nawir TUniversitas Muhammadiyah Parepare1
Muh. Wahyu YusufUniversitas Muhammadiyah Parepare1
Nasruddin AmirAffiliation unknown1
Rahmawati RahmawatiAffiliation unknown1
Ingrid Ayu Lestari AdanAffiliation unknown1
Aprilia WulandariAffiliation unknown1
Lisa AndrianiAffiliation unknown1
Jamal BakeAffiliation unknown1
Ahmad Ali NurAffiliation unknown1
Suryani BBAffiliation unknown1
Mesti AsniaAffiliation unknown1
Idul AhirudinAffiliation unknown1
Muh. Robil AlminAffiliation unknown1
Muh Thamrin GamaAffiliation unknown1
wa yanti wa yantiAffiliation unknown1
Sartono SartonoUniversitas Halu Oleo1
Muh. Melyo SuryodinotoAffiliation unknown1
Nihlah Zharvina ZharvinaAffiliation unknown1
Muh. YusufUniversitas Halu Oleo1
Nur Selo WasiAffiliation unknown1

Affiliations come from OpenAlex; journal OAI-PMH metadata carries none. Authors without an OpenAlex ID are matched by name, which can merge or split people.

Metadata source: OAI-PMH (metadata jurnal) https://jurnal-unsultra.ac.id/index.php/scej/oai, first harvested 30 Okt 2026, last seen 30 Okt 2026.
Original metadata (oai_dc)
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	<dc:title xml:lang="en-US">Pemanfaatan Limbah Beton Sebagai Pengganti Agregat Kasar Dengan Penambahan Zat Additive Beton Mix Terhadap Nilai Kuat Tekan Beton</dc:title>
	<dc:creator>Ansar, Zulfitrah</dc:creator>
	<dc:creator>Mustakim, Mustakim</dc:creator>
	<dc:creator>Fadly, Imam</dc:creator>
	<dc:description xml:lang="en-US">Utilization of concrete waste as an additional material for making concrete. And this research also adds chemical additives to the concrete mix using recycled coarse aggregate which is expected to increase the strength of the concrete. This research aims to determine the effect of adding concrete waste on the compressive strength of concrete due to variations in adding additives (Concrete Mix). and Knowing the comparison results of each substitute mixture of pure coarse aggregate with recycled coarse aggregate added with additives (Concrete Mix). This research method uses an experimental research method by comparing 4 (four) variations of the mixture to determine the compressive strength of concrete with a design compressive strength of 25 MPa. The results of the research show that each variation with a cylindrical specimen of 300mm x 150mm with a soaking age of 28 days, variations normal concrete with an average compressive strength of 25.38 MPa, a variation of 25% waste concrete with an average compressive strength of 21.89 MPa, a variation of waste concrete + 400ml mixed concrete with an average compressive strength of 25.48 MPa and a variation of waste concrete + mixed concrete 600ml with an average compressive strength of 28.31 MPa. So it can be concluded that the use of 25% concrete waste does not meet the planned compressive strength and cannot be used in construction, whereas by adding 400ml and 600ml mixed concrete additives, the maximum compressive strength is obtained and is suitable for use in construction.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2024-10-25</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
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	<dc:identifier>https://jurnal-unsultra.ac.id/index.php/scej/article/view/659</dc:identifier>
	<dc:identifier>10.54297/sciej.v5i2.659</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 5 No 2 (2024): Sultra Civil Engineering Journal (SCiEJ); 353-362</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v5i2</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/659/408</dc:relation>
	<dc:relation>10.54297/sciej.v5i2.659.g408</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2024 Zulfitrah Ansar, Mustakim Mustakim, Imam Fadly</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>