Melola Discovery

← Melola Discovery

Open access Jurnal SINTA 5

Penggunaan Limbah Nikel Sebagai Material Subtitusi Agregat Kasar Pada Beton K.250

Sultra Civil Engineering Journal (SCiEJ) · Vol. 2 No. 1 (2021) · pp. 29–36

DOI
10.54297/sciej.v2i1.165
ISSN
2716-1714
Published
2021-09-28
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

The purpose of this study was to Analyze the characteristics of the aggregates used in concrete mixtures and analyze how much increase in compressive strength of concrete with a variation of nickel slag substitution 0%, 5%, 15%, 25% compared with normal concrete. The characteristics of the material examined are water content, sludge content, specific gravity and absorption, volume weight, abrasion with los angeles machines, and filter analysis. While the large increase in compressive strength of concrete can be tested at the age of 7 days, 14 days, 28 days and 35 days. From the results of the analysis of the characteristics of nickel slag waste in concrete mixes meet the test standards in concrete mixtures, with a moisture content of 0.86%, sludge content of 0.44%, specific gravity of 2.94 gr / cm3, volume weight of 1.76 gr / cm3, abrasion 36.07%. And a large increase in compressive strength of concrete with a variation of nickel slag substitution of 0%, 5%, 15%, 25% compared to normal concrete is increasing. The highest percentage increase in concrete compressive strength is found in concrete compressive strength between a variation of 15% with a variation of 25% at 14 days concrete age, with a percentage increase in value of 13.13%.

Collaboration network of the authors

24 authors · 73 co-authorship links · 1 across different organisations

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

  • Universitas Sulawesi Tenggara
  • Universitas Halu Oleo
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Sufrianto SufriantoUniversitas Sulawesi Tenggara3
Hujiyanto HujiyantoUniversitas Sulawesi Tenggara2
Irwan LakawaUniversitas Sulawesi Tenggara2
M BasriUniversitas Sulawesi Tenggara1
Wira YudhaUniversitas Sulawesi Tenggara1
Catrin SudardjatUniversitas Sulawesi Tenggara1
Fikri Aris MunandarUniversitas Sulawesi Tenggara1
Andi Makawaru Isazarni JassinAffiliation unknown1
Muh. SamtunUniversitas Sulawesi Tenggara1
Hakiman HakimanUniversitas Sulawesi Tenggara1
Hado HadoUniversitas Sulawesi Tenggara1
Laode Muhammad Fahrizal AhsanUniversitas Sulawesi Tenggara1
Muzammil MakmurUniversitas Sulawesi Tenggara1
Muhammad Fathur AdityaUniversitas Sulawesi Tenggara1
Nur AlamsyahUniversitas Sulawesi Tenggara1
Suratman AldinUniversitas Sulawesi Tenggara1
Edward NgiiUniversitas Halu Oleo1
Siti Nurjanah AhmadUniversitas Halu Oleo1
Minson SimatupangUniversitas Halu Oleo1
Sri Asnita NurdinUniversitas Halu Oleo1
Masdiana MasdianaUniversitas Halu Oleo1

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) 
<oai_dc:dc xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/  http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
	<dc:title xml:lang="en-US">Penggunaan Limbah Nikel Sebagai Material Subtitusi Agregat Kasar Pada Beton K.250</dc:title>
	<dc:creator>Muhsar, Muhammad</dc:creator>
	<dc:creator>Kadir, Abdul</dc:creator>
	<dc:creator>Sulaiman, Sulaiman</dc:creator>
	<dc:description xml:lang="en-US">The purpose of this study was to Analyze the characteristics of the aggregates used in concrete mixtures and analyze how much increase in compressive strength of concrete with a variation of nickel slag substitution 0%, 5%, 15%, 25% compared with normal concrete. The characteristics of the material examined are water content, sludge content, specific gravity and absorption, volume weight, abrasion with los angeles machines, and filter analysis. While the large increase in compressive strength of concrete can be tested at the age of 7 days, 14 days, 28 days and 35 days. From the results of the analysis of the characteristics of nickel slag waste in concrete mixes meet the test standards in concrete mixtures, with a moisture content of 0.86%, sludge content of 0.44%, specific gravity of 2.94 gr / cm3, volume weight of 1.76 gr / cm3, abrasion 36.07%. And a large increase in compressive strength of concrete with a variation of nickel slag substitution of 0%, 5%, 15%, 25% compared to normal concrete is increasing. The highest percentage increase in concrete compressive strength is found in concrete compressive strength between a variation of 15% with a variation of 25% at 14 days concrete age, with a percentage increase in value of 13.13%.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2021-09-28</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://jurnal-unsultra.ac.id/index.php/scej/article/view/165</dc:identifier>
	<dc:identifier>10.54297/sciej.v2i1.165</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 2 No 1 (2021): Sultra Civil Engineering Journal (SCiEJ); 29-36</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v2i1</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/165/97</dc:relation>
	<dc:relation>10.54297/sciej.v2i1.165.g97</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2021 Muhammad Muhsar, Abdul Kadir, Sulaiman Sulaiman</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>