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Jurnal

Analisis Daya Dukung Tanah pada Perencanaan Sarana dan Prasarana Umum

JURNAL GEOCELEBES · Vol. 2 No. 1 (2018) · pp. 42–46

DOI
10.20956/geocelebes.v2i1.3993
ISSN
2579-5546, 2579-5821
Published
2018-04-17
Publisher
Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar
Language
en

Abstract

AbstrakTelah dilakukan penelitian daya dukung tanah pasa perencanaan sarana dan prasana umum, metode yang digunakan dalam penelitian adalah DCP dan CBR. Adapun hasilnya sebagai berikut; Lokasi sampel DCP 1 dan DCP 2 mempunyai nilai qc berkisar antara 20 -24 kg/cm2, Mv berkisar 0,025 - 0,056 cm2/kgdanα sebesar 1,5 hingga 4 serta nilai CBR masing-masing sampel lebih besar dari 2%. Nilai-nilai parameter ini. memperlihatkan sifat fisis dari sampel DCP 1 dan DCP 2 adalah low plasticity loam.Kata kunci: DCP, BCR, Plastisitas RendahAbstractThe research has been carried out to investigate the carrying capacity of plan of public facilities and infrastructure, the method used in the research is DCP and CBR. The results are as follows; The sample locations of DCP 1 and DCP 2 have qc values ranging between 20-24 kg / cm2, Mv ranges from 0.025 - 0.056 cm2 / kg and α of 1.5 to 4 and the CBR value of each sample is greater than 2%. The values of these parameters. Shows the physical properties of the DCP 1 and DCP 2 sample is the low plasticity loam.Keywords: DCP, BCR, Low plasticity

Collaboration network of the authors

17 authors · 44 co-authorship links · 1 across different organisations

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  • University of Indonesia
  • Universitas Sulawesi Tenggara
  • Affiliation unknown
  • Different organisations
  • Same organisation
  • Affiliation unknown
  • Thicker line = more joint articles · bigger circle = more articles
Show as table
Co-authorOrganisationJoint articles
Muh. Altin MassinaiAffiliation unknown1
Mustakin MustakinAffiliation unknown1
Hasanuddin HasanuddinAffiliation unknown1
Irnah SalahuddinAffiliation unknown1
Nur Ayu AnasAffiliation unknown1
Syamsuddin SyamsuddinAffiliation unknown1
Muhammad NasriAffiliation unknown1
Muhammad Altin MassinaiAffiliation unknown1
Samsu ArifAffiliation unknown1
Muhammad FajarUniversity of Indonesia1
Selfiana SelfianaUniversitas Sulawesi Tenggara1
Muhammad Fawzy Ismullah MassinaiAffiliation unknown1
Syamsuddin SyamsuddinAffiliation unknown1
Andry Harmaji WirawanAffiliation unknown1
Nurul SalsabilaAffiliation unknown1
Rezky RezkyAffiliation 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://journal.unhas.ac.id/index.php/geocelebes/oai, first harvested 3 Nov 2026, last seen 3 Nov 2026.
Original metadata (oai_dc) 
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	<dc:title xml:lang="en">Analisis Daya Dukung Tanah  pada Perencanaan Sarana dan Prasarana Umum</dc:title>
	<dc:creator xml:lang="en">Harimei, Bambang</dc:creator>
	<dc:description xml:lang="en">AbstrakTelah dilakukan penelitian daya dukung tanah pasa perencanaan sarana dan prasana umum, metode yang digunakan dalam penelitian adalah DCP dan CBR. Adapun hasilnya sebagai berikut ; Lokasi sampel DCP 1 dan DCP 2 mempunyai nilai qc berkisar antara 20 -24 kg/cm2, Mv berkisar 0,025 - 0,056&amp;nbsp; cm2/kgdan&amp;alpha; sebesar 1,5 hingga 4 serta nilai CBR masing-masing sampel lebih besar dari 2%. Nilai-nilai parameter ini. memperlihatkan sifat fisis dari sampel DCP 1 dan DCP 2 adalah low plasticity loam.Kata kunci: DCP, BCR, Plastisitas RendahAbstractThe research has been carried out to investigate the carrying capacity of plan of public facilities and infrastructure, the method used in the research is DCP and CBR. The results are as follows; The sample locations of DCP 1 and DCP 2 have qc values ranging between 20-24 kg / cm2, Mv ranges from 0.025 - 0.056 cm2 / kg and &amp;alpha; of 1.5 to 4 and the CBR value of each sample is greater than 2%.&amp;nbsp; The values of these parameters. Shows the physical properties of the DCP 1 and DCP 2 sample is the low plasticity loam.Keywords: DCP, BCR, Low plasticity</dc:description>
	<dc:publisher xml:lang="en">Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar</dc:publisher>
	<dc:date>2018-04-17</dc:date>
	<dc:type>info:eu-repo/semantics/article</dc:type>
	<dc:type>info:eu-repo/semantics/publishedVersion</dc:type>
	<dc:type xml:lang="en">Peer-reviewed Article</dc:type>
	<dc:format>application/pdf</dc:format>
	<dc:identifier>https://journal.unhas.ac.id/index.php/geocelebes/article/view/3993</dc:identifier>
	<dc:identifier>10.20956/geocelebes.v2i1.3993</dc:identifier>
	<dc:source xml:lang="en">JURNAL GEOCELEBES; Vol. 2 No. 1: April 2018; 42-46</dc:source>
	<dc:source>2579-5546</dc:source>
	<dc:source>2579-5821</dc:source>
	<dc:language>en</dc:language>
	<dc:relation>https://journal.unhas.ac.id/index.php/geocelebes/article/view/3993/2285</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2018 JURNAL GEOCELEBES</dc:rights>
</oai_dc:dc>