Claim Missing Document
Check
Articles

Found 3 Documents
Search
Journal : JLBG (Jurnal Lingkungan dan Bencana Geologi) (Journal of Environment and Geological Hazards)

Fasies sedimen Kuarter berpotensi likuifaksi Pesisir Kota Padang, Provinsi Sumatra Barat berdasarkan data inti bor dan CPTu Prahara Iqbal; Adrin Tohari; Imam A. Sadisun; Dwiharso Nugroho
Jurnal Lingkungan dan Bencana Geologi Vol 5, No 1 (2014)
Publisher : Badan Geologi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (5817.602 KB) | DOI: 10.34126/jlbg.v5i1.61

Abstract

ABSTRAKKajian fasies dan sifat fisik sedimen Kuarter kaitannya dengan potensi likuifaksi di daerah Pesisir Kota Padang dan sekitarnya dilakukan dengan tujuan mendapatkan hubungan antara fasies dan karakteristik fisik sedimen Kuarter terhadap potensi likuifaksinya. Metode yang digunakan adalah observasi inti bor dan pola kurva CPTu untuk menentukan fasies yang berkembang, analisis laboratorium, dan analisis potensi likuifaksi untuk mengetahui karakteristik fisik setiap fasies. Berdasarkan asosiasi litologi, pengamatan pola kurva CPTu, analisis laboratorium, dan analisis potensi likuifaksi, terdapat tiga fasies yang berkembang di daerah penelitian dengan potensi likuifaksi yang berbeda. Fasies pasir fluvial memiliki potensi likuifaksi yang lebih tinggi daripada fasies pasir pematang pantai dan fasies lempung rawa, sedangkan fasies lempung rawa memiliki potensi likuifaksi yang paling rendah di antara fasies-fasies tersebut.Kata Kunci: Fasies sedimen Kuarter, CPTu, Likuifaksi, Kota PadangABSTRACTThe study of Facies and physical property of Quaternary sediments and its relationship with liquefaction potential was conducted at the coastal area of Padang city, West Sumatra Province in order to get the relationship between facies and physical characteristics of the Quaternary sediments and its liquefaction potential. The method used are core and CPTu patterns observations to determine the developed facies, laboratory analysis, and liquefaction potential analysis to determine the physical characteristics of each facies. Based on lithological associations, CPTu pattern observations, laboratory analysis, and liquefaction potential analysis, there are three facies that develop at the research areas with different liquefaction potential. Fluvial sand facies has greater liquefaction potential than the beach ridge sand facies and marsh clay facies, while marsh clay facies has the smallest one among two facies.Keyword: Facies and Quarternary sediments Kuarter, CPTu, liquefaction, city of Padang
Desain cut slope chart untuk evaluasi kestabilan lereng di atas badan jalan. Studi Kasus: Cinona, Cisalak dan Cijengkol, Kabupaten Bandung Barat , Jawa Barat Arifan Jaya Syahbana; Adrin Tohari; Eko Soebowo; Dwi Sarah; Khori Sugianti
Jurnal Lingkungan dan Bencana Geologi Vol 4, No 1 (2013)
Publisher : Badan Geologi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (2552.226 KB) | DOI: 10.34126/jlbg.v4i1.49

Abstract

ABSTRAKTopografi daerah Jawa Barat didominasi oleh perbukitan yang menyebabkan sering terjadinya peristiwa tanah longsor pada lereng potongan di atas badan jalan, terutama pada musim hujan. Banyaknya frekuensi bencana longsor di atas badan jalan telah menimbulkan kerugian fisik akibat kerusakan jalan dan kerugian ekonomi  akibat terputusnya jalur transportasi. Untuk mengurangi kejadian bencana longsor di atas badan jalan, diperlukan pengetahuan tentang desain potongan lereng yang stabil berdasarkan kondisi sifat fisik, hidrologis dan keteknikan tanah setempat yang dapat dicapai dengan penyusunan desain chart lereng potongan (cut slope chart) yang tepat. Tulisan ini bertujuan untuk menghasilkan chart kestabilan lereng kupasan jalan dengan studi kasus di daerah Cinona, Cisalak, dan Cijengkol, Kabupaten Bandung Barat, Jawa Barat. Metode penelitian yang dilakukan adalah investigasi geoteknik terdiri dari uji CPT dan bor tangan pada lereng-lereng tanah residual vulkanik, pengujian laboratorium sifat fisik, hidrologis, kuat geser tanah residual pemodelan numerik infiltrasi air hujan dan kestabilan lereng. Hasil penelitian menunjukkan chart kestabilan lereng kupasan pada badan jalan di lokasi penelitian mempunyai kecenderungan yang sama dimana angka aman menurun seiring dengan bertambahnya kejenuhan tanah lereng dan kemiringan lereng. Kemiringan lereng yang baik adalah tidak melebihi 45°. Hasil studi ini diharapkan dapat berkontribusi terhadap desain lereng kupasan badan jalan yang tepat untuk dapat mengurangi berbagai kerugian ekonomis dan korban jiwa akibat longsor.Kata kunci: badan jalan, cut slope chart, kestabilan lereng, tanah longsorABSTRACTThe topography of West Java is dominated by hills where many slope failures frequently take place on the road cut slopes particularly during the rainy season. The frequent road cut slope failures had caused physical and economical losses due to the disruption of transportation. In order to mitigate the events of slope failures above the roadway, it is important to understand the stable slope cut design based on the in situ physical, hydrological and engineering properties which can be achieved by composing the design cut slope chart. This paper aims to construct a cut slope chart for case study of Cinona, Cisalak, dan Cijengkol, West Bandung Regency, West Java. The methods employed in this study were geotechnical investigation consisted of Cone Penetration Test (CPT) and hand boring carried out  in the volcanic residual soil slopes, geotechnical laboratory analysis to obtain the physical, hydrological and shear strength properties of the residual soil and numerical modelling of coupling rain water infiltration and slope stability analyses. The results show that the cut slope charts for the road cut slopes in the study area show similar tendency of decreasing factor of safety along with the increasing slope saturation and inclination. The favorable slope inclination is not exceeding 45°. This study shall contribute to the appropriate design of road cut slope to minimalize economic loss and casualties due to landslides/slope failures.Keywords: road, cut slope chart, slope stability, landslide/slope failure
Studi Air Tanah di Pantai Bosnik, Distrik Biak Timur, Pulau Biak, Provinsi Papua Hendra Bakti; Dadan Dani Wardana; Wilda Naily; Adrin Tohari; Arief Rachmat
Jurnal Lingkungan dan Bencana Geologi Vol 7, No 3 (2016)
Publisher : Badan Geologi

Show Abstract | Download Original | Original Source | Check in Google Scholar | Full PDF (3814.792 KB) | DOI: 10.34126/jlbg.v7i3.99

Abstract

ABSTRAKPenelitian telah dilaksanakan di Pantai Bosnik, Distrik Biak Timur, Kabupaten Biak Numfort, Pulau Biak, Provinsi Papua. Penelitian dilakukan untuk mengetahui karakter air tanah wilayah pesisir sebagai informasi dasar bagi pengelolaan sumber daya air. Metode penelitian yang dipakai terdiri atas survei hidrogeologi permukaan, hidrokimia, dan survei geolistrik. Batuan di daerah penelitian didominasi batu gamping koral (Formasi Mokmer) dan sedikit endapan aluvium pantai. Keduanya bertindak sebagai akuifer yang dapat menyimpan dan meloloskan air dalam jumlah yang berarti. Air tanah yang terdapat pada batu gamping koral terkonsentrasi dalam porositas sekunder yang saling berhubungan. Tipe air tanah didominasi oleh tipe klorida (Na-Cl dan Mg-Cl). Sementara air tanah pada aluvium pantai dicirikan dengan tipe bikarbonat (Ca-HCO3). Mata airnya memiliki tipe karbonat (Ca-HCO3, Mg-HCO3) dan tipe Na-Cl. Batu gamping koral mempunyai tahanan jenis yang bervariasi dari 3 ohm-m – 5000 ohm-m. Tahanan jenis rendah berasosiasi dengan rongga hasil pelarutan yang terisi air payau atau pun air asin, sedangkan tahanan jenis kontras tinggi merupakan batu gamping kompak dan kering.Kata kunci: akuifer, batu gamping, porositas sekunder, air tanah, Pulau BiakABSTRACTA research has been conducted in Bosnik Coast, East Biak District, Biak Numfort, Biak Island, Papua Province. The study was conducted to determine the character of the groundwater in coastal areas as basic information for the management of water resources. The research method consists of the surface hydrogeologic survey, hydrochemical, and the geoelectric survey. The rocks in the studied area are dominated by coral limestone (Mokmer Formation) and a little alluvium coastal sediment. Both act as an aquifer that can store and release significant quantities of water. Groundwater is contained in coral limestone, concentrated in interconnected secondary porosity. The type of water dominated by the chloride type (Na-Cl and Mg-Cl). While groundwater in coastal alluvium is characterized by the bicarbonate type (Ca-HCO3). The springs have carbonate type (Ca-HCO3, Mg-HCO3) and Na-Cl type. The result of geolelectrical measurement indicated that the coral limestone had resistivity which varied from 3 ohm-m - 5000 ohm-m. The low resistivity associated with the voids or cavities filled with brackish water or salt water, while the high resistivity contrast is a compact and dry limestone.Keywords : aquifer, limestone, secondary porosity, groundwater, Biak Island