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Mapping of Soil Stability based on Shear Wave Velocity Values (Vs30) Using the Multichannel Analysis Surface Wave (MASW) Method on Kalimantan Highway, Rawa Makmur Village, Bengkulu City

JURNAL GEOCELEBES · Vol. 9 No. 1 (2025) · hlm. 1–14

DOI
10.70561/geocelebes.v9i1.34956
ISSN
2579-5546, 2579-5821
Terbit
2025-04-01
Penerbit
Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar
Bahasa
en
Lisensi
creativecommons.org/licenses/by-nc-sa/4.0

Abstrak

Kalimantan Highway in Bengkulu is a heavily traveled route and the main gateway to Bengkulu City from northern areas such as Arga Makmur and Ketahun sub-district, or Mukomuko regency also surrounding areas. Geological formations in the form of alluvium terraces (Qat) cause soil instability, often damaging the road surface. These include the formation of potholes and the occurrence of puddles during heavy rains. This research aims to determine the bearing capacity (stability) of the soil layer along Kalimantan Highway section in Rawa Makmur Village, Muara Bangkahulu District, and provide planning information through mapping. It is imperative to assess the condition of the soil layer. This research uses geophysical methods, specifically the Multichannel Analysis of Surface Wave (MASW) technique, using a MASW PASI 16S24-P digital seismograph to image subsurface soil conditions by analyzing shear wave velocity (Vs). A total of 20 data points were collected along the Kalimantan Highway section. The results of the Vs profile analysis were interpreted into soil classifications based on the criteria set out in SNI 1726:2019. The majority of the road sections were classified as SE (soft soil) and SD (medium soil), with some points designated as SC (hard soil/soft rock). This indicates that the geotechnical design for these road sections should consider supporting factors to maintain structural safety and stability.

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  • University of Bengkulu
  • Meteorological, Climatological, And Geophysical Agency
  • Universitas Syiah Kuala
  • Afiliasi tidak diketahui
  • Organisasi berbeda
  • Organisasi sama
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Rekan penulisOrganisasiArtikel bersama
Hana RaihanaUniversity of Bengkulu9
Muchammad FaridUniversity of Bengkulu5
RefrizonUniversity of Bengkulu5
Halauddin HalauddinUniversity of Bengkulu3
Nurul Ilmi RahmawatiUniversity of Bengkulu3
Nanang SugiantoUniversity of Bengkulu3
Olga TriutamiUniversity of Bengkulu2
Rida SamdaraUniversity of Bengkulu2
Muhammad FaridUniversity of Bengkulu2
Dadin Mars AbimayuUniversity of Bengkulu2
Sapari DwiyonoAfiliasi tidak diketahui2
Arieffin Yusuf Hakim HakimUniversity of Bengkulu2
Asy Syifa Auliya Putri RamadhaniUniversity of Bengkulu2
Nurul ApriyantiUniversity of Bengkulu2
Liza LidiawatiUniversity of Bengkulu2
Paisal EdoUniversity of Bengkulu2
Suhendra SuhendraUniversity of Bengkulu1
Khairun NazliUniversitas Syiah Kuala1
M. FaridAfiliasi tidak diketahui1
Ainul LisaUniversity of Bengkulu1
Siti Hanifah MaulaniUniversity of Bengkulu1
Lori Agung SatriaMeteorological, Climatological, And Geophysical Agency1
Suaidi AhadiMeteorological, Climatological, And Geophysical Agency1
Muhammad Rifqi RabbaniUniversity of Bengkulu1
Budi HarliantoUniversity of Bengkulu1
Arya Putra AnggiUniversity of Bengkulu1
Repal Wijaya KusumaUniversity of Bengkulu1
Yuni SetyowatiUniversity of Bengkulu1
M. FaridUniversity of Bengkulu1
Samuel SiagianUniversity of Bengkulu1
Agnes AprianaUniversity of Bengkulu1
M. Fikri AzhariUniversity of Bengkulu1
Elfi YulizaUniversity of Bengkulu1

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Sumber metadata: OAI-PMH (metadata jurnal) https://journal.unhas.ac.id/index.php/geocelebes/oai, pertama di-harvest 3 Nov 2026, terakhir terlihat 8 Nov 2026.
Metadata asli (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">Mapping of Soil Stability based on Shear Wave Velocity Values (Vs30) Using the Multichannel Analysis Surface Wave (MASW) Method on Kalimantan Highway, Rawa Makmur Village, Bengkulu City</dc:title>
	<dc:creator xml:lang="en">Putri, Aisyah Cindy Phylia</dc:creator>
	<dc:creator xml:lang="en">Refrizon, Refrizon</dc:creator>
	<dc:creator xml:lang="en">Hadi, Arif Ismul</dc:creator>
	<dc:creator xml:lang="en">Ansory, Andre Rahmat Al</dc:creator>
	<dc:subject xml:lang="en">Bengkulu</dc:subject>
	<dc:subject xml:lang="en">Multichannel Analysis Surface Wave</dc:subject>
	<dc:subject xml:lang="en">Shear Wave Velocity</dc:subject>
	<dc:subject xml:lang="en">Subsoil</dc:subject>
	<dc:description xml:lang="en">Kalimantan Highway in Bengkulu is a heavily traveled route and the main gateway to Bengkulu City from northern areas such as Arga Makmur and Ketahun sub-district, or Mukomuko regency also surrounding areas. Geological formations in the form of alluvium terraces (Qat) cause soil instability, often damaging the road surface. These include the formation of potholes and the occurrence of puddles during heavy rains. This research aims to determine the bearing capacity (stability) of the soil layer along Kalimantan Highway section in Rawa Makmur Village, Muara Bangkahulu District, and provide planning information through mapping. It is imperative to assess the condition of the soil layer. This research uses geophysical methods, specifically the Multichannel Analysis of Surface Wave (MASW) technique, using a MASW PASI 16S24-P digital seismograph to image subsurface soil conditions by analyzing shear wave velocity (Vs). A total of 20 data points were collected along the Kalimantan Highway section. The results of the Vs profile analysis were interpreted into soil classifications based on the criteria set out in SNI 1726:2019. The majority of the road sections were classified as SE (soft soil) and SD (medium soil), with some points designated as SC (hard soil/soft rock). This indicates that the geotechnical design for these road sections should consider supporting factors to maintain structural safety and stability.</dc:description>
	<dc:publisher xml:lang="en">Departemen Geofisika, FMIPA - Universitas Hasanuddin, Makassar</dc:publisher>
	<dc:date>2025-04-01</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/34956</dc:identifier>
	<dc:identifier>10.70561/geocelebes.v9i1.34956</dc:identifier>
	<dc:source xml:lang="en">JURNAL GEOCELEBES; Vol. 9 No. 1: April 2025; 1–14</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/34956/12656</dc:relation>
	<dc:rights xml:lang="en">Copyright (c) 2025 JURNAL GEOCELEBES</dc:rights>
	<dc:rights xml:lang="en">https://creativecommons.org/licenses/by-nc-sa/4.0</dc:rights>
</oai_dc:dc>