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Identification of subsidence hazard zone by integrating engineering geological mapping and electrical resistivity tomography in Gunung Kidul karst area, Indonesia

Journal of Degraded and Mining Lands Management · Vol. 9 No. 2 (2022) · hlm. 3281–3291

DOI
10.15243/jdmlm.2022.092.3281
ISSN
2502-2458, 2339-076X
Terbit
2022-01-01
Penerbit
Brawijaya University
Bahasa
eng
Lisensi
creativecommons.org/licenses/by-nc/4.0

Abstrak

The presence of natural cavities in karst morphology may cause severe civil engineering and environmental management problems. Karst formations will limit the expansion of urbanization, especially infrastructure development in limestone areas. Geophysical methods, especially electrical resistivity tomography (ERT) techniques, are effective and efficient solutions to detect voids below the surface. This study aimed to develop a subsidence hazard map as basic information for infrastructure development. The identification was made by measuring electrical resistivity tomography on eight profiles in the infrastructure development plan. In addition, it was also supported by geological mapping, particularly the structural geology and types of rocks around the site. The research area consists of massive limestone, bedded limestone, and cavity limestone with generally north-south joints. The analysis of geological mapping data and electrical resistivity tomography measurements showed that the cavity limestone was identified with a north-south elongated pattern in line with the fracture pattern found on the surface at the research area. The surface lithology type, the geological structures density, and the subsurface lithology were used to develop a subsidence hazard map. This information is beneficial in determining the safe location of infrastructure development based on disaster risk mitigation.

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  • Universitas Gadjah Mada
  • Yogyakarta State University
  • Ministry of Public Works, Republic of Indonesia
  • Tun Hussein Onn University of Malaysia
  • Kementerian Energi dan Sumber Daya Mineral
  • Hokkaido University
  • Universitas Papua
  • Afiliasi tidak diketahui
  • Organisasi berbeda
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Rekan penulisOrganisasiArtikel bersama
Hendy SetiawanUniversitas Gadjah Mada5
Heru HendrayanaUniversitas Gadjah Mada4
Raja SusatioUniversitas Gadjah Mada4
Avantio PramadityaUniversitas Gadjah Mada3
Restu TandirerungUniversitas Papua3
Endah RetnaningrumUniversitas Gadjah Mada2
Pulung Arya PranantyaMinistry of Public Works, Republic of Indonesia2
R ResiliKementerian Energi dan Sumber Daya Mineral2
Kurnianto Dwi SetyawanUniversitas Gadjah Mada2
R RisantiUniversitas Gadjah Mada2
I Gde Budi IndrawanUniversitas Gadjah Mada2
Wawan BudiantaUniversitas Gadjah Mada2
Nur HidayatYogyakarta State University1
Dewi Prathita RachmiYogyakarta State University1
Novia SuryadwantiYogyakarta State University1
Valentinus Lilik HariyantoYogyakarta State University1
Dian Eksana WibowoYogyakarta State University1
Sutarto SutartoYogyakarta State University1
Nuryadin Eko RaharjoYogyakarta State University1
‪Amat Jaedun‬Yogyakarta State University1
Arum Dwi HastutiningsihYogyakarta State University1
Alias MasekTun Hussein Onn University of Malaysia1
Visi AsriningtyasAfiliasi tidak diketahui1
Restu Dwi Cahyo AdiUniversitas Gadjah Mada1
Ahmad Tawfiequrrahman YuliansyahUniversitas Gadjah Mada1
H HusnizarUniversitas Gadjah Mada1
Phyu Phyu ThinUniversitas Gadjah Mada1
Satoru KawasakiHokkaido University1
Deviana HalimUniversitas Gadjah Mada1
Sandi Suko WidagdoUniversitas Gadjah Mada1
Rilo Restu Surya AtmajaUniversitas Gadjah Mada1
Yosua PriambodoUniversitas Gadjah Mada1
Surya Damar Sasongko PutroAfiliasi tidak diketahui1

Afiliasi berasal dari OpenAlex; metadata OAI-PMH jurnal tidak memuatnya. Penulis tanpa ID OpenAlex dicocokkan berdasarkan nama, sehingga dua orang bisa tergabung atau satu orang bisa terpisah.

Sumber metadata: OAI-PMH (metadata jurnal) http://jdmlm.ub.ac.id/index.php/jdmlm/oai, pertama di-harvest 9 Nov 2026, terakhir terlihat 9 Nov 2026.
Metadata asli (oai_dc)
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	<dc:title xml:lang="en-US">Identification of subsidence hazard zone by integrating engineering geological mapping and electrical resistivity tomography in Gunung Kidul karst area, Indonesia</dc:title>
	<dc:creator>Wilopo, Wahyu</dc:creator>
	<dc:creator>Putra, Doni Prakasa Eka</dc:creator>
	<dc:creator>Fathani, Teuku Faisal</dc:creator>
	<dc:creator>Widodo, Slamet</dc:creator>
	<dc:creator>Pratama, Galeh Nur Indriatno Putra</dc:creator>
	<dc:creator>Nugroho, Maris Setyo</dc:creator>
	<dc:creator>Prihadi, Wisnu Rachmad</dc:creator>
	<dc:subject xml:lang="en-US">electrical resistivity tomography</dc:subject>
	<dc:subject xml:lang="en-US">engineering geological map</dc:subject>
	<dc:subject xml:lang="en-US">karst morphology</dc:subject>
	<dc:subject xml:lang="en-US">subsidence</dc:subject>
	<dc:description xml:lang="en-US">The presence of natural cavities in karst morphology may cause severe civil engineering and environmental management problems. Karst formations will limit the expansion of urbanization, especially infrastructure development in limestone areas. Geophysical methods, especially electrical resistivity tomography (ERT) techniques, are effective and efficient solutions to detect voids below the surface. This study aimed to develop a subsidence hazard map as basic information for infrastructure development. The identification was made by measuring electrical resistivity tomography on eight profiles in the infrastructure development plan. In addition, it was also supported by geological mapping, particularly the structural geology and types of rocks around the site. The research area consists of massive limestone, bedded limestone, and cavity limestone with generally north-south joints. The analysis of geological mapping data and electrical resistivity tomography measurements showed that the cavity limestone was identified with a north-south elongated pattern in line with the fracture pattern found on the surface at the research area. The surface lithology type, the geological structures density, and the subsurface lithology were used to develop a subsidence hazard map. This information is beneficial in determining the safe location of infrastructure development based on disaster risk mitigation.</dc:description>
	<dc:publisher xml:lang="en-US">Brawijaya University</dc:publisher>
	<dc:date>2022-01-01</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://jdmlm.ub.ac.id/index.php/jdmlm/article/view/1019</dc:identifier>
	<dc:identifier>10.15243/jdmlm.2022.092.3281</dc:identifier>
	<dc:source xml:lang="en-US">Journal of Degraded and Mining Lands Management; Vol. 9 No. 2 (2022); 3281-3291</dc:source>
	<dc:source>2502-2458</dc:source>
	<dc:source>2339-076X</dc:source>
	<dc:source>10.15243/jdmlm.2022.092</dc:source>
	<dc:language>eng</dc:language>
	<dc:relation>https://jdmlm.ub.ac.id/index.php/jdmlm/article/view/1019/pdf</dc:relation>
	<dc:rights xml:lang="en-US">Copyright (c) 2022 Journal of Degraded and Mining Lands Management</dc:rights>
	<dc:rights xml:lang="en-US">https://creativecommons.org/licenses/by-nc/4.0</dc:rights>
</oai_dc:dc>