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"Sesar Lembang dikategorikan sebagai sesar aktif dengan laju pergerakan 3-4 mm/tahun. Pergerakan sesar aktif dapat memicu terjadinya gempa bumi, yang dapat membahayakan penduduk yang tinggal sekitarnya. Bandung Barat merupakan salah satu daerah yang cukup padat penduduk, karenanya keberadaan Sesar Lembang ini berpotensi menimbulkan suatu bencana. Untuk meminimalisir efek bencana maka dilakukan karakterisasi Sesar Lembang dan identifikasi potensi bahaya Sesar Lembang. Penelitian ini menggunakan data satelit gravitasi (GGMPlus). Proses pengolahan data awal dilakukan dengan menjalankan upward continuation untuk menghasilkan peta CBA menjadi beberapa kedalaman, dan dilakukan proses SVD. Data slicing diambil dari peta SVD. Metode MS-SVD (Multi Scale-Second Vertical Derivative) digunakan untuk mengetahui karakteristik Sesar Lembang. Hasil slicing yang didapatkan terdapat 18 patahan dengan besar dan arah dip yang bervariasi. Selanjutnya dilakukan pemodelan dengan 2D forward yang bertujuan untuk mendapatkan model lapisan bawah permukaan agar kita dapat mengetahui potensi rawan bencana pada daerah penelitian. Dari hasil model bawah permukaan diketahui terdapat empat jenis estimasi batuan penyusun bawah permukan, yaitu tufa pasir dengan estimasi densitas sebesar 1.8 gr/cc, tufa batuapung dengan estimasi densitas 1.85 gr/cc, breksi lava dengan estimasi densitas sebesar 2.68 gr/cc, dan batu gamping massif dengan estimasi densitas sebesar 2.7 gr/cc.

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The Lembang Fault is categorized as an active fault with a movement rate of 3-4 mm/year. The movement of active faults can trigger earthquakes, which can endanger the people living in the vicinity. West Bandung is one of the areas that is quite densely populated, therefore the existence of the Lembang Fault’s has the potential to cause a disaster. To minimize the effects of the disaster, the Lembang Fault characterization and identification of the potential hazards of the Lembang Fault were carried out. This study uses satellite gravity data (GGMPlus). The initial data processing is carried out by running upward continuation to produce a CBA into several depths, and the SVD. The slicing is taken from the SVD. The MS-SVD (Multi Scale-Second Vertical Derivative) method is used to determine the characteristics of the Lembang Fault. The slicing obtained are 18 faults with dip varying modeling is carried out forward which aims to obtain a model of the subsurface layer so that we can find out the disaster-prone potential in the research area. From the results of the subsurface model, it is known that there are four types of estimated subsurface rocks, namely sand tuff with an estimated density of 1.8 gr/cc, pumice tuff with an estimated density of 1.85 gr/cc, lava breccia with an estimated density of 2.68 gr/cc, and massive limestone with an estimated density of 2.7 g/cc."

"Wilayah Kerja Panas Bumi (WKP) Gunung Endut memiliki luas 25.870,0 Ha dengan potensi spekulatif mencapai 100 Mwe dan cadangan terduga 80 MWe (Kementerian ESDM,2017). Namun, hingga saat ini belum tedapat investor yang tertarik untuk memproduksi WKP Gunung Endut karena risikonya yang masih tinggi. Risiko tersebut adalah belum adanya kepastian perihal sumber panas bumi pada lokasi tersebut. Pemerintah berupaya dengan melakukan pengeboran sumur eksplorasi menggunakan dana dari pemerintah. Hal ini bertujuan untuk mendapatkan data dan informasi secara lengkap. Meskipun demikian, dalam menentukan area untuk dibangun wellpad, diperlukan beberapa data pendukung. Salah data pendukung untuk membangun wellpad adalah informasi geologi teknik untuk mengetahui area sekitar wellpad. Untuk itu dilakukan pemetaan geologi teknik pada area tersebut. Metode yang dilakukan adalah pemetaan geologi teknik dan uji mekanika tanah. Pemetaan geologi teknik meliputi tingkat pelapukan, kemiringan lereng, litologi, dan kekuatan batuan. Sedangkan uji mekanika tanah terdiri dari uji batas cair,batas plastis, indeks aktivitas, schimdt hammer, uji kuat geser, dan klasifikasi tanah. Daerah penelitian terdiri dari 4 satuan geologi teknik yaitu satuan andesit lapuk sempurna, satuan tuf sangat lapuk-lapuk sempurna, satuan tanah pasir bergradasi buruk (SP), dan satuan tanah pasir bergradasi baik (SW). Berdasarkan uji mekanika tanah yang dilakukan pada daerah penelitian memiliki nilai kadar air 25%-41%, memiliki nilai batas cair (LL) 49.53% - 58.49%, memiliki nilai batas plastis (PL) 38.64% - 47.412%, memiliki nilai indeks plastisitas (PI) 6.38% - 11.61%. Berdasarkan analisis indeks aktivitas didapatkan nilai aktivitas sebesar 0.77 – 5.28. Memiliki nilai kohesi (c) 8.38 - 12.278, dan nilai sudut gesek dalam (ɸ) sebesar 3.7027 – 4.8261. Spesifikasi wellpad yang akan dibangun tidak diketahui, sehingga digunakan faktor keamanan sebesar 2.5, sehingga didapatkan daya dukung tanah yang dizinkan untuk dibangun wellpad pada daerah penelitian adalah sebesar 3.4-5.5 ton/m2 dengan rata-rata 4.55 ton/m2.

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The Gunung Endut Geothermal Working Area (WKP) itself has an area of 25,870.0 Ha with a speculative potential of up to 100 Mwe and an estimated reserve of 80 MWe (Ministry of Energy and Mineral Resources, 2017). However, until now there has been no investor who is interested in producing the Gunung Endut WKP because the risk is still high. The risk is that there is no geothermal source in that location. The government is trying to drill exploration wells using government funds. It aims to obtain complete data and information. However, in determining the area to build a wellpad, some supporting data is needed. One of the supporting data for building a wellpad is engineering geological information to find out the area around the wellpad. For this reason, a geological engineering mapping of the area was carried out. The method used is engineering geology and soil mechanics test. Mapping of engineering geology includes the level of weathering, slope, lithology, and rock strength. While the soil mechanics test consists of a liquid limit test, plastic limit, activity index, Schimdt hammer, shear strength test, and soil classification. The research area consists of 4 engineering geology units, namely the Perfectly Weathered Andesite Unit, Highly Weathered-Perfectly Weathered Tuff Unit, Poor Graded Sand Soil Unit (SP), and Well Graded Sand Soil Unit (SW). Based on soil mechanics tests conducted in the research area, it has a moisture content value of 25%-41%, has a liquid limit value (LL) of 49.53% - 58.49%, has a plastic limit value (PL) of 38.64% - 47.412% , has a plasticity index (PI) of 6.38% - 11.61%. Based on the activity index analysis, the activity value is 0.77 – 5.28. It has a cohesion value (c) of 8.38 - 12,278, and an internal friction angle (ɸ) of 3.7027 – 4.8261. The specifications for the wellpad to be built are unknown, so a safety factor of 2.5 is used, so that the soil bearing capacity allowed for the construction of the wellpad in the research area is 3.4-5.5 tons/m2 with an average of 4.55 tons/m2."

"The twin sets of figures in the manual are presented as examples that demonstrate how the interfacing of stereo airphotos and satellite images in visual qualitative photogeomorphology studies can yield more geospatial information than can be derived from either source independently. The airphoto coverage in each satellite image is indicated by a frame. The photos and images are ordered into eleven sections according to the author’s taxonomic classification of genetic groups as used in his Atlas and Glossary of Geohazard-associated Geounits. The figure sets of each section are preceded by characterisations of their genetic classification context. Some airphotos are taken from those used in the Atlas, the satellite images have been down loaded from USGS Global Visualitation Viewer. "

""An Introduction to Geological Structures &​ Maps is a concise text that leads the students in easy stages from the simplest ideas on geological structures right through to more advanced geological mapping techniques. The approach is designed to help students with little or no supervision: each new topic is simply explained and illustrated by figures, and exercises are set on successive maps. If students are unable to complete a problem, they can read on to obtain more specific instructions on how theory may be used to solve it." "This considerably enlarged seventh edition is even more user friendly and mirrors present trends in map syllabuses. It includes photographs that will add to the understanding of geological structures already illustrated by text-figures and block diagrams in the appendix. The appendix has been fully updated and now includes completed sections of all maps and solutions to the map problems, which enables the reader to check that his or her attempts have been successfully carried out."--"