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Analisis Normalisasi Sungai Baubau

Sultra Civil Engineering Journal (SCiEJ) · Vol. 2 No. 2 (2021) · pp. 81–89

DOI
10.54297/sciej.v2i2.194
ISSN
2716-1714
Published
2021-12-09
Publisher
Universitas Sulawesi Tenggara
Language
eng
License
creativecommons.org/licenses/by/4.0

Abstract

The durability of the road flexural pavement structure is largely determined by the performance of each layer. One of these factors is the strength and resilience of the subbase. Compaction in accordance with applicable standards will produce roads with good quality so that the road life is longer and there is less damage. The purpose of this study is to analyze the carrying capacity using CBR, the value of the field density with the sand cone test and the correlation of the CBR value and the Sand cone value of the B grade foundation layer on the Tugu Munajah network. The research method used is laboratory and field testing combined with a descriptive statistic approach. The results of the study indicate that the carrying capacity using the CBR amounted to 55.02% <60%, the density value field with sand cone test of 72.50% <90%. Correlation of CBR and Sand cone value at the base layer (sub base course) is very strong at 0.998.

Collaboration network of the authors

40 authors · 139 co-authorship links · 4 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 Sulawesi Tenggara
  • Universitas Halu Oleo
  • Hasanuddin University
  • 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 Tenggara14
Irwan LakawaUniversitas Sulawesi Tenggara13
Tryantini Sundi PutriAffiliation unknown8
Andi MakkawaruUniversitas Sulawesi Tenggara5
Riswal KarammaHasanuddin University3
Hujiyanto HujiyantoUniversitas Sulawesi Tenggara3
Edward NgiiUniversitas Halu Oleo3
Nasrul NasrulAffiliation unknown3
Hakiman HakimanUniversitas Sulawesi Tenggara2
Fikri Aris MunandarUniversitas Sulawesi Tenggara2
Rudi BalakaUniversitas Halu Oleo2
Romy TalanipaUniversitas Halu Oleo2
Siti Nurjanah AhmadUniversitas Halu Oleo2
Muh Thahir AzikinAffiliation unknown2
Muriadin MuriadinUniversitas Halu Oleo2
Komang Agus SaputraUniversitas Sulawesi Tenggara1
Andi Kukuh SetiawanUniversitas Sulawesi Tenggara1
Andi Makkawaru Isazarni JassinAffiliation unknown1
Hado HadoUniversitas Sulawesi Tenggara1
Syamsuddin SyamsuddinUniversitas Sulawesi Tenggara1
Ramadhan Hidayat PutraUniversitas Sulawesi Tenggara1
Amad Syarif SyukriAffiliation unknown1
Catrin SudarjatUniversitas Sulawesi Tenggara1
Muh. Fiqram AbdillahUniversitas Sulawesi Tenggara1
Sulaiman SulaimanUniversitas Sulawesi Tenggara1
Sulaiman SulaimanUniversitas Sulawesi Tenggara1
Sunandar RaksiUniversitas Sulawesi Tenggara1
La MenudiUniversitas Sulawesi Tenggara1
Sitti Nurkhalisah BachmidUniversitas Sulawesi Tenggara1
Febriansyah ArsyadUniversitas Sulawesi Tenggara1
La Ode HasrudinUniversitas Sulawesi Tenggara1
Wira YudhaUniversitas Sulawesi Tenggara1
Muhammad MuhsarUniversitas Sulawesi Tenggara1
Andi Makawaru Isazarni JassinAffiliation unknown1
Muh. SamtunUniversitas Sulawesi Tenggara1
Harjunan HarjunanUniversitas Sulawesi Tenggara1

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 Oct 2026, last seen 1 Nov 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en-US">Analisis Normalisasi Sungai Baubau</dc:title>
	<dc:creator>Alianti, Alianti</dc:creator>
	<dc:creator>Sukri, Ahmad Syarif</dc:creator>
	<dc:creator>Sudardjat, Catrin</dc:creator>
	<dc:creator>Ilham, Vickky Anggara</dc:creator>
	<dc:description xml:lang="en-US">The durability of the road flexural pavement structure is largely determined by the performance of each layer. One of these factors is the strength and resilience of the subbase. Compaction in accordance with applicable standards will produce roads with good quality so that the road life is longer and there is less damage. The purpose of this study is to analyze the carrying capacity using CBR, the value of the field density with the sand cone test and the correlation of the CBR value and the Sand cone value of the B grade foundation layer on the Tugu Munajah network. The research method used is laboratory and field testing combined with a descriptive statistic approach. The results of the study indicate that the carrying capacity using the CBR amounted to 55.02% &amp;lt;60%, the density value field with sand cone test of 72.50% &amp;lt;90%. Correlation of CBR and Sand cone value at the base layer (sub base course) is very strong at 0.998.</dc:description>
	<dc:publisher xml:lang="en-US">Universitas Sulawesi Tenggara</dc:publisher>
	<dc:date>2021-12-09</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/194</dc:identifier>
	<dc:identifier>10.54297/sciej.v2i2.194</dc:identifier>
	<dc:source xml:lang="en-US">Sultra Civil Engineering Journal (SCiEJ); Vol 2 No 2 (2021): Sultra Civil Engineering Journal (SCiEJ); 81 - 89</dc:source>
	<dc:source>2716-1714</dc:source>
	<dc:source>10.54297/sciej.v2i2</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jurnal-unsultra.ac.id/index.php/scej/article/view/194/116</dc:relation>
	<dc:relation>10.54297/sciej.v2i2.194.g116</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2021 Alianti Alianti, Ahmad Syarif Sukri, Catrin Sudardjat, Vickky Anggara Ilham</dc:rights>
	<dc:rights xml:lang="en-US">http://creativecommons.org/licenses/by/4.0</dc:rights>
</oai_dc:dc>