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"Penelitian nikel laterit pada daerah Kolaka menggunakan metode geolistrik yaitu tahanan jenis dan polarisasi terimbas dengan konfigurasi werner-schulmberger. Peneltian ini bertujuan untuk mengidentifikasi sebaran mineral nikel dengan panjang 235 meter per lintasan dengan arah barat-timur mengikuti tomografi lokasi penelitian. Lintasan yang sejajar berjarak 100 meter dan jarak antar elektroda sebesar 5 meter. Pengolahan data geolistrik dilakukan dengan inversi 2D dimana tahanan jenis menggunakan ResIPy dan polarisasi terimbas menggunakan Res2DINV dengan terlebih dahulu menyeleksi data yang errornya besar. Hasil dari penelitian diperoleh nilai tahanan jenis lapisan nikel laterit yang terdiri atas lapisan penutup, lapisan limonit, lapisan saprolit, dan lapisan batuan dasar. Nilai tahanan jenisnya beragam sesuai dengan litologi bawah tanahnya yaitu lapisan penutup: >300 Ωm, lapisan limonit: <120 Ωm, lapisan saprolit 120-350 Ωm, lapisan batuan dasar >350 Ωm dan ditampilkan dalam model 2D dan 3D

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The research on nickel laterite in the Kolaka area uses the geoelectric method, namely resistivity and induced polarization with the Werner-Schulmberger configuration. This research aims to identify the distribution of nickel minerals with a length of 235 meters per line with a west-east direction following the tomography of the research location. The distance of parallel line is 100 meters and the distance between the electrodes is 5 meters. Geoelectric data processing is done by 2D inversion where resistivity uses ResIPy and induced polarization uses Res2DINV by first filtering and remove data with large errors. The results of the study obtained the resistivity value of the laterite nickel layer which consists of a caprock layer, limonite layer, saprolite layer, and bedrock layer. The resistivity values vary according to the underground lithology, namely the caprock layer:> 300 Ωm, the limonite layer: <120 Ωm, the saprolite layer 120-350 Ωm, the bedrock layer> 350 Ωm and is displayed in 2D and 3D models"

"[Lapangan X merupakan lapangan mature yang berada di Cekungan Sumatera Tengah. Lapangan ini memiliki struktur antiklin produk dari reverse oblique-slip fault yang membentuk zona patahan di sisi Barat Lapangan X. Zona ini terbukti menghasilkan hidrokarbon ditunjukan oleh sumur produksi X-027, X-153 dan X 154. Sehingga zona patahan ini memiliki potensi untuk di eksplorasi lebih lanjut. Namun, kondisi seismik di zona ini chaotic sehingga sulit untuk menginterpretasikan zona patahan. Penelitian ini akan menggunakan metode geoelectric IVEL dan continuous wavelet transform (CWT) untuk mendapatkan informasi keberadaan hidrokarbon dizona patahan Lapangan X. Geoelectric IVEL (Inversion Vertical Electrical Logging) menggunakan metode vertical sounding schlumberger yang diolah untuk menghasilkan penampang resistivitas medium. Hasil penampang resistivitas medium pada penelitian ini menunjukkan adanya kemiripan nilai resitivitas dengan nilai log resistivitas sumur untuk zona reservoar 350sd dan 550sd (10-20 ohmm). Nilai resistivitas ini terlihat juga di zona patahan yang dijadikan indikator hidrokarbon. Hasil dalam domain kedalaman membantu dalam interpretasi kedalaman reservoar di zona patahan. Analisis continuous wavelet transform (CWT) pada penelitian ini menunjukan amplitudo tinggi pada frekuensi rendah 5-20 Hz dan merupakan indikasi adanya hidrokarbon. Amplitudo tinggi pada frekuensi rendah telihat juga di zona patahan, pada posisi dimana IVEL menunjukan nilai resistivitas sebagai indikator.

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Hidrocarbon X field is a mature field in Central Sumatera Basin. It has anticline structure as a result of reverse oblique-slip fault that produces fault zone in the North side of X Field. It is proved hydrocarbon with the production well X-027, X-153 and X-154. However, it is very difficult to interpret the fault zone with the available seismic data because of the chaotic seismic condition in fault zone. This study uses Ivel Geoelectric method and Continuous Wavelet Transform (CWT) to get hydrocarbon indicator in fault zone. Geoelectric IVEL (Inversion Vertical Electrical Logging) using vertical sounding schlumberger is processed to get medium resistivity section. Medium resistivity section from geoelectrical IVEL at reservoir zone showes similar resistivity value with resistivity log (10-20ohm) for reservoar 350sd and 550sd. This value is showed in fault zone as hydrocarbon indicator. Medium resistivity geoelectrical IVEL is depth domain. It is helpful for interpretation of reservoir depth at fault zone, that is not able to be done by seismic. Continuous wavelet transform (CWT) showes high amplitude at low frequency (5-20Hz) as hydrocarbon indicator. High amplitude at low frequency is showed in fault zone where IVEL showes the hydrocarbon indicator;X field is a mature field in Central Sumatera Basin. It has anticline structure as a

result of reverse oblique-slip fault that produces fault zone in the North side of X Field. It is proved hydrocarbon with the production well X-027, X-153 and X-154. However, it is very difficult to interpret the fault zone with the available seismic data because of the chaotic seismic condition in fault zone. This study uses Ivel Geoelectric method and Continuous Wavelet Transform (CWT) to get hydrocarbon indicator in fault zone. Geoelectric IVEL (Inversion Vertical Electrical Logging) using vertical sounding schlumberger is processed to get medium resistivity section. Medium resistivity section from geoelectrical IVEL at reservoir zone showes similar resistivity value with resistivity log (10-20ohm) for reservoar 350sd and 550sd. This value is showed in fault zone as hydrocarbon indicator. Medium resistivity geoelectrical IVEL is depth domain. It is helpful for interpretation of reservoir depth at fault zone, that is not able to be done by seismic. Continuous wavelet transform (CWT) showes high amplitude at low frequency (5-20Hz) as hydrocarbon indicator. High amplitude at low frequency is showed in fault zone where IVEL showes the hydrocarbon indicator;X field is a mature field in Central Sumatera Basin. It has anticline structure as a result of reverse oblique-slip fault that produces fault zone in the North side of X Field. It is proved hydrocarbon with the production well X-027, X-153 and X-154. However, it is very difficult to interpret the fault zone with the available seismic data because of the chaotic seismic condition in fault zone. This study uses Ivel Geoelectric method and Continuous Wavelet Transform (CWT) to get hydrocarbon indicator in fault zone. Geoelectric IVEL (Inversion Vertical Electrical Logging) using vertical sounding schlumberger is processed to get medium resistivity section. Medium resistivity section from geoelectrical IVEL at reservoir zone showes similar resistivity value with resistivity log (10-20ohm) for reservoar 350sd and 550sd. This value is showed in fault zone as hydrocarbon indicator. Medium resistivity geoelectrical IVEL is depth domain. It is helpful for interpretation of reservoir depth at fault zone, that is not able to be done by seismic. Continuous wavelet transform (CWT) showes high amplitude at low frequency (5-20Hz) as hydrocarbon indicator. High amplitude at low frequency is showed in fault zone where IVEL showes the hydrocarbon indicator.;X field is a mature field in Central Sumatera Basin. It has anticline structure as a

result of reverse oblique-slip fault that produces fault zone in the North side of X Field. It is proved hydrocarbon with the production well X-027, X-153 and X-154. However, it is very difficult to interpret the fault zone with the available seismic because of the chaotic seismic condition in fault zone. This study uses IVEL Geoelectric method and Continuous Wavelet Transform (CWT) to get hydrocarbon indicator in fault zone. Geoelectric IVEL (Inversion Vertical Electrical Logging) using vertical sounding schlumberger is processed to get medium resistivity section. Medium resistivity section from geoelectrical IVEL at reservoir zone showes similar resistivity value with resistivity log (10-20ohm) for reservoar 350sd and 550sd. This value is showed in fault zone as hydrocarbon indicator. Medium resistivity geoelectrical IVEL is depth domain. It is helpful for interpretation of reservoir depth at fault zone, that is not able to be done by seismic. Continuous wavelet transform (CWT) showes high amplitude at low frequency (5-20Hz) as hydrocarbon indicator. High amplitude at low frequency is showed in fault zone where IVEL showes the hydrocarbon indicator, X field is a mature field in Central Sumatera Basin. It has anticline structure as a

result of reverse oblique-slip fault that produces fault zone in the North side of X

Field. It is proved hydrocarbon with the production well X-027, X-153 and X-154.

However, it is very difficult to interpret the fault zone with the available seismic data

because of the chaotic seismic condition in fault zone. This study uses Ivel

Geoelectric method and Continuous Wavelet Transform (CWT) to get hydrocarbon

indicator in fault zone.

Geoelectric IVEL (Inversion Vertical Electrical Logging) using vertical sounding

schlumberger is processed to get medium resistivity section. Medium resistivity

section from geoelectrical IVEL at reservoir zone showes similar resistivity value

with resistivity log (10-20ohm) for reservoar 350sd and 550sd. This value is showed

in fault zone as hydrocarbon indicator. Medium resistivity geoelectrical IVEL is

depth domain. It is helpful for interpretation of reservoir depth at fault zone, that is

not able to be done by seismic. Continuous wavelet transform (CWT) showes high

amplitude at low frequency (5-20Hz) as hydrocarbon indicator. High amplitude at

low frequency is showed in fault zone where IVEL showes the hydrocarbon indicator]"

"Pergerakan massa tanah jenis rayapan umumnya berlangsung lambat dan dapat merusak infrastruktur yang ada. Litologi batuan penyusunnya dapat mengendalikan jenis longsoran ini; misalnya, batulempung, yang sebagian besar membentuk daerah penelitian, memiliki daya tahan rendah ketika mengalami pembasahan dan pengeringan berulang kali. Hal ini mengakibatkan penurunan sifat mekanik dan dinamis secara dominan. Adanya rekatan pada daerah penelitian juga menjadi faktor pengendali gerakan tanah. Retakan ini terjadi akibat pengembangan dan penyusutan serta peralihan parameter dari kategori batuan ke tanah akibat proses pelapukan sehingga menyebabkan penurunan kekuatan lempung. Secara morfologi daerah penelitian memiliki kemiringan lereng agak curam hingga curam, dan terdapat perbukitan intrusive di sekelilingnya serta area gerakan massa yang teraktivasi kembali. Penelitian ini bertujuan untuk mengidentifikasi karakteristik litologi daerah penelitian yang mengendalikan pergerakan massa dan kestabilan lereng. Metode yang digunakan adalah analisis XRD dan SEM, uji sifat fisik dan mekanik tanah, kemudian dikorelasikan dengan metode geolistrik dalam menganalisis karakteristik batulempung, metode kesetimbangan batas dengan prinsip Janbu. Hasil pemetaan geologi teknik membagi dua satuan yang terdiri dari pasir, lempung atau lanau dan andesit. Kontak antara kedua satuan tersebut menjadi bidang lemah atau bidang gelincir yang diperoleh dari pengolahan data geolistrik pada kedalaman 18 – 22meter dengan litologi napal. Kelompok mineral lempung ditemukan pada hasil uji SEM, dan terdapat indikasi mineral swelling yang diuji menggunakan glikol pada uji XRD. Analisis kestabilan lereng menghasilkan nilai faktor keamanan dari tiga bidang gelincir yang berbeda yaitu 0.849, 0.825, dan 0.818 sehingga mengklasifikasikan lereng dalam kondisi labil dengan tipe longsoran progresif. Intensitas hujan yang tinggi serta aliran sungai yang tertutup membuat tanah menjadi tidak stabil, sehingga longsoran mengalami perluasan. Oleh karena itu, diperlukan analisis lebih lanjut mengenai stabilisasi tanah lempung dan perencanaan penggunaan lahan di wilayah studi.

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Mass movement with creep generally takes place slowly and can damage existing infrastructure. The lithology of the constituent rocks can control this type of landslide; for example, claystone, which mainly forms the study area, has meagre resistance when subjected to repeated wetting and drying. This results in decreasing mechanical and dynamic properties dominantly. The existence of fractures in the study area also becomes a controlling factor for creeping landslides. These fractures occur as a result of swelling and shrinkage as well as the transition of parameters from rock to soil categories due to weathering processes, causing a decrease in shale clay strength. Morphologically the study area slopes to a slightly steep to steep, and intrusive hills surround it, and reactivated mass movement areas. This study aims to identify the lithological characteristics of the study area that control mass movement and slope stability. The methods used are XRD and SEM analysis, physical and mechanical properties of the soil, then correlated with the geoelectric method in analysing the characteristics of claystone, and the limit equilibrium method with the Janbu principle is used. The study results are a technical geological mapping divide rock and soil units based on physical properties and geomorphological condition into two units. The contact between these two units becomes a weak field or slip plane obtained from geoelectric data processing at a depth 18 - 22 meters with marl lithology. Clay mineral groups was found in the SEM test results, and there were indications of swelling minerals tested using glycol in the XRD test. Slope stability analysis produces a safety factor value with a three different slip planes, 0.849, 0.825, dan 0.818, thus classifying the slope unstable condition and with a progressive landslide. High-intensity and continuous rainfall and flooded river flows cause stagnant water, making the soil unstable, so the creeping landslide will be estimated to expand. Therefore, further analysis is needed regarding the stabilization of clay soil and land use planning in the study area."

"Berdasarkan statistik BNPB, Jawa Tengah menjadi Provinsi dengan bencana longsor terbanyak di Indonesia sepanjang tahun 2021–2023 sebanyak 1283 peristiwa, dengan 427 di antaranya terjadi di Kebumen. Pada Kampus Lapangan Geologi Karangsambung, Kab. Kebumen, Jawa Tengah sejumlah lahan telah ditimbun tanah untuk rencana pembangunan dengan longsoran rotasi yang pernah terjadi. Oleh karena itu, dilakukan identifikasi potensi longsor beserta geologinya di daerah Karangsambung pada area timbunan tanah baru. Penelitian ini melibatkan studi lapangan dengan metode geolistrik resistivitas dan data SPT untuk mengetahui kekuatan daya dukung tanah. Penelitian mencakup enam lintasan sepanjang 195–245 meter dengan spasi elektroda 5 meter dan konfigurasi Wenner-Schlumberger. Keluaran yang diperoleh berupa penampang resistivitas 2D yang dikorelasikan dengan data SPT, plan map 3D, serta model resistivitas 3D. Hasil penampang resistivitas 2D menunjukkan bahwa terdapat zona resistivitas tinggi 270–13.293 Ωm di daerah timur laut penelitian. Zona resistivitas tinggi ini merupakan rekahan batulempung selebar 5–13 meter di permukaan dengan ketebalan 10–15 meter yang di bawahnya merupakan intrusi batu andesit. Selain itu umumnya daerah penelitian terdiri atas lempung lanauan padat di permukaan dengan ketebalan 3–33 meter dan resistivitas 0,5–90 Ωm, serta lempung pasiran yang sangat padat di bawahnya dengan ketebalan lebih dari 15 meter dan resistivitas 0,01–30 Ωm. Berdasarkan hasil tersebut terdapat potensi longsor di timur laut daerah penelitian yang melewati lintasan LKR01, LKR02, dan LKR03, tepatnya pada zona resistivitas tinggi. Keberadaan potensi longsor ini diharapkan dapat menjadi acuan terkait pengawasan pembangunan di Kampus Lapangan Geologi Karangsambung.

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Based on BNPB statistics, Central Java is the province with the most landslide disasters in Indonesia throughout 2021-2023 with 1283 events, 427 of which occurred in Kebumen. At the Karangsambung Geological Field Campus, Kebumen Regency, Central Java, a number of lands have been stockpiled for development plans with rotational landslides that have occurred. Therefore, an identification of landslide potential and its geology in Karangsambung area in the area of new landfill was conducted. This research involved field study using geo-electrical resistivity method and SPT data to determine the bearing capacity of the soil. The research included six passes along 195-245 meters with 5 meters electrode spacing and Wenner-Schlumberger configuration. The output is 2D resistivity cross section correlated with SPT data, 3D plan map, and 3D resistivity model. The 2D resistivity cross section results show that there is a high resistivity zone of 270-13,293 Ωm in the northeast area of the study. This high resistivity zone is a fractured claystone 5-13 meters wide at the surface with a thickness of 10-15 meters under which is an andesite intrusion. In addition, the study area generally consists of dense silt loam at the surface with a thickness of 3-33 meters and a resistivity of 0.5-90 Ωm, and very dense passive loam underneath with a thickness of more than 15 meters and a resistivity of 0.01-30 Ωm. Based on these results, there is a potential for landslides in the northeast of the research area that passes through the LKR01, LKR02, and LKR03 tracks, precisely in the high resistivity zone. The existence of this landslide potential is expected to be a reference related to development supervision in Karangsambung Geological Field Campus."

"Kabupaten Pamekasan memiliki risiko bencana kekeringan yang signifikan meskipun kaya akan sumber daya alam terutama di sektor pertanian dan perikanan. Penelitian ini bertujuan untuk mengidentifikasi potensi air tanah di Kabupaten Pamekasan, Jawa Timur menggunakan metode geolistrik Vertical Electrical Sounding (VES). Data resistivitas sounding akan diolah untuk menghasilkan profil penampang 2 dan 3 dimensi yang dapat memperlihatkan model hidrogeologi di lokasi pengukuran secara lebih jelas. Hasil interpretasi menunjukkan bahwa batugamping pasiran1 dinilai paling potensial sebagai lapisan akuifer tertekan dan telah diperkuat dengan informasi dari data sumur bor yang disertai dengan tren log resistivitas Lapisan ini tersingkap lebih luas di permukaan dan dapat ditemukan di kedalaman yang relatif lebih dangkal pada bagian Selatan lokasi pengukuran. Oleh karena itu, lokasi yang efisien untuk pengeboran air tanah berada di bagian Selatan dari lokasi pengukuran. Diharapkan penelitian ini dapat memberikan kontribusi penting bagi pengelolaan sumber daya air di Kabupaten Pamekasan, Jawa Timur, serta menjadi dasar untuk penelitian lebih lanjut dalam bidang hidrogeologi.

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Pamekasan Regency has a significant drought risk despite being rich in natural resources, especially in the agriculture and fisheries sectors. This research aims to identify groundwater potential in Pamekasan Regency, East Java using the Vertical Electrical Sounding (VES) geoelectric method. The sounding resistivity data will be processed to produce 2- and 3-dimensional cross-section profiles that can show the hydrogeological model at the measurement location more clearly. The interpretation results show that the lime-sandstone1 is considered to have the most potential as a confined aquifer layer and has been reinforced by information from borehole data accompanied by resistivity log trends. This layer is more widely exposed at the surface and can be found at relatively shallower depths in the southern part of the measurement site. Therefore, an efficient groundwater drilling location is in the measurement site's south part. This research is expected to make an important contribution to the management of water resources in Pamekasan Regency, East Java, as well as a basis for further research in hydrogeology.

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"Perumahan Cluster Tranquility Depok sudah menunjukkan indikasi terjadinya penurunan tanah dari hasil keterangan warga. Aspal yang sobek serta tembok yang retak menjadi salah satu contohnya. Penelitian mengenai zona rawan subsidence di komplek perumahan Cluster Tranquility Depok menggunakan metode seismik refraksi dan Multichannel Analysis of Surface Waves (MASW) pada dua lintasan. Pada lintasan 1, analisis didukung oleh data geolistrik dari penelitian sebelumnya. Akuisisi data seismik refraksi dilakukan pada lintasan sepanjang 75 meter dengan 14 titik pukulan berinterval 6 meter, sedangkan akuisisi MASW menggunakan lintasan 33 meter dengan 12 pukulan palu untuk menghasilkan data profil 2D. Data dari kedua metode tersebut digunakan untuk menghitung nilai Poisson Ratio sebagai parameter analisis subsidence. Hasil seismik refraksi menunjukkan bahwa lapisan tanah pada lintasan 1 dan 2 di dominasi oleh unconsolidated layer atau tanah lapuk dengan kecepatan 200 – 350 m/s . Data MASW di kedua lintasan juga menunjukkan nilai kecepatan geser (Vs) <175 m/s yang mengindikasikan jenis tanah lapuk. Sedangkan nilai Poisson Ratio pada lapisan 1 dan 2 mengindikasikan lapisan tanah lempung jenuh (saturated clay) dan juga silt dengan rentang nilai 0.3-0.4. Diperkirakan jenis tanah di kedua lintasan merupakan tanah urukan. Data ini sejalan dengan hasil penelitian sebelumnya yang menyebutkan bahwa lapisan atas lintasan 1 berupa sedimen tidak terkonsolidasi namun adanya sesar tidak terkonfirmasi di penelitian ini.

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The Tranquility Cluster housing estate in Depok has shown indications of land subsidence from residents' testimonies. Torn asphalt and cracked walls are one example. Research on subsidence-prone zones in the Tranquility Cluster housing complex in Depok used refraction seismic and Multichannel Analysis of Surface Waves (MASW) methods on two tracks. On track 1, the analysis was supported by geoelectric data from previous research. Refraction seismic data acquisition was carried out on a 75-metre long track with 14 punch points at 6-metre intervals, while MASW acquisition used a 33-metre track with 12 hammer blows to generate 2D profile data. Data from both methods are used to calculate the Poisson Ratio value as a subsidence analysis parameter. Refraction seismic results show that the soil layer in trajectories 1 and 2 is dominated by unconsolidated layer or weathered soil with velocities of 200 - 350 m/s. MASW data in both tracks also show shear velocity (Vs) values <175 m/s which indicates the type of weathered soil. Meanwhile, the Poisson Ratio values in layers 1 and 2 indicate saturated clay and silt with a value range of 0.3-0.4. It is estimated that the soil type in both tracks is backfill soil. This data is in line with the results of previous research which states that the top layer of track 1 is unconsolidated sediment but the presence of faults was not confirmed in this study. "