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All Journal Journal of Degraded and Mining Lands Management Forum Geografi Journal of Geoscience, Engineering, Environment, and Technology PROMINE Jurnal Chemurgy Gorontalo Journal of Forestry Research Specta Journal of Technology INDONESIAN MINING PROFESSIONALS JOURNAL JOURNAL SCIENTIFIC OF MANDALIKA (JSM) Jurnal Sosial dan Teknologi Journal Transformation of Mandalika Jurnal Riset Teknik Pertambangan Journal of Comprehensive Science MINERAL Nusantara Civil Engineering Journal INTAN Jurnal Penelitian Tambang Jurnal Sosial dan Sains Jurnal Manusia dan Lingkungan JURNAL TEKNOLOGI MINERAL FT UNMUL

Shalaho Dina Devy

Fakultas Teknik Universitas Mulawarman

Author-ID : 887409

Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Earth & Planetary Sciences Economics, Econometrics & Finance Electrical & Electronics Engineering Energy Engineering Environmental Science Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Library & Information Science Materials Science & Nanotechnology Mechanical Engineering Medicine & Pharmacology Physics Social Sciences Other

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Kajian Ukuran Butir Agregat Batuaspal Buton (Asbuton) Terhadap Lapisan Aspal Beton Suhaila Ridwan; Revia Oktaviani; Agus Winarno; Windhu Nugroho; Shalaho Dina Devy
Jurnal sosial dan sains Vol. 3 No. 1 (2023): Jurnal Sosial dan Sains
Publisher : Green Publisher Indonesia

Latar Belakang : Asbuton (Batuaspal Buton) merupakan campuran antara bitumen dengan bahan mineral lainnya dalam bentuk batuan, karena asbuton merupakan material yang ditemukan begitu saja di alam, maka kadar bitumen yang dikandungnya sangat bervariasi dari rendah sampai tinggi. Maka oleh karena itu untuk mengetahui pemanfaatan dan pemeliharaan jalan maka dilakukan pengujian terhadap Asbuton. Tujuan : Penelitian ini bertujuan untuk menemukan komposisi campuran yang baik dalam penggunaan Asbuton non ekstraksi dengan memanfaatkan kadar bitumen dan mineral yang masih menyatu dalam batuan tersebut terhadap kualitas perkerasan jalan lapisan aspal beton AC-WC (Asphalt Concrete-Wearing Course). Metode : Adapun tahapan analisis data hasil pengujian penelitian adalah analisis data berat jenis dan penyerapan agregat, analisis keausan agregat, analisis rancangan campuran agregat (Job Mix Design), analisis data pengujian Karakteristik Marshall. Untuk proses pengolahan datanya maka dilakukan analisis data menggunakan aplikasi software Microsoft Excel. Berdasarkan hasil pengujian karakteristik Marshall terhadap campuran Batuaspal Buton sebagai agregat halus dan Sirtu Kukar sebagai agregat kasar dan medium. Hasil : Adapun hasil perhitungan dari nilai stabilitas marshall adalah 972,77 kg-1477,22 kg, nilai Flow (pelelehan) adalah 2,6 mm – 10 mm, nilai perolehan VMA adalah 11,585% - 16,813%, nilai perolehan VIM adalah 3,238% - 5,461%, nilai perolehan VFA adalah 63,717% - 78,848%, nilai perolehan marshall Q adalah 127,290 kg-516,864 kg, kadar Aspal Optimum (KAO) adalah 3,4% untuk kualitas jalan lapisan aspal beton AC-WC (Asphalt Concrete-Wearing Course). Kesimpulan: Maka dapat disimpulkan hasil penelitian pengujian marshall dengan 23% campuran agregat halus Asbuton, hubungan antara kandungan kadar aspal pertamina penetrasi 60/70 dan seluruh parameter Marshall dan volumetrik menggunakan agregat Asbuton dan sirtu kukar kandungan kadar aspal optimum berada pada kadar 3,4% untuk kualitas jalan lapisan aspal beton AC-WC (Asphalt Concrete-Wearing Course).

STUDI PERBANDINGAN NILAI KUAT GESER BATU LEMPUNG BERDASARKAN KONDISI JENUH, KONDISI NATURAL, DAN KONDISI KERING FORMASI PALAU BALANG MENGGUNAKAN METODE DIREC SHEAR DI KALIMANTAN TIMUR Irfan Irfan; Tommy Trides; Agus Winarno; Lucia Litha Respati; Shalaho Dina Devy
JOURNAL SCIENTIFIC OF MANDALIKA (JSM) e-ISSN 2745-5955 | p-ISSN 2809-0543 Vol. 4 No. 5 (2023): Mei
Publisher : Institut Penelitian dan Pengembangan Mandalika Indonesia (IP2MI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36312/10.36312/vol4iss5pp51-61

: Claystone is a rock that has a denser structure with more mineral composition than siltstone. In addition, claystone can also be interpreted as a type of sedimentary rock that is clay or plastic, composed of hydrous aluminum silica (a clay mineral) whose grain size is fine and the claystone is often easily destroyed in a short time when it is exposed to the surface and interacts with water. From the test results it can also be obtained a comparison of rock strength values between location 1 and location 2 by correlating the results of testing the physical properties and mechanical properties of each location where for location 1 has a natural water content value of 17.38% and a saturated water content of 24.39% with the cohesion value of claystone under natural conditions is 0.209 MPa, saturated conditions are 0.2105 MPa and dry conditions are 0.2517 MPa. Then for location 2 it has a natural water content value of 22.87% and a saturated water content of 32.84% with a claystone cohesion value of natural conditions of 0.0923MPa, saturated conditions of 0.0377MPa and dry conditions of 0.2099 MPa. It can be concluded that the claystone location 1 has a smaller water content presentation than the claystone location 2. It can be concluded that the water contained in the claystone greatly influences the strength of the claystone in resisting the forces received to experience a shift and also water affects the attractive force between claystone particles which makes the strength of the rock weak.

Pemodelan airtanah dan Neraca Airtanah Dampak Penambangan Batubara Open Pit pada Lipatan Sinklin di Daerah Muara Lawa, Kabupaten Kutai Barat, Provinsi Kalimantan Timur Shalaho Dina Devy
SPECTA Journal of Technology Vol. 2 No. 2 (2018): SPECTA Journal of Technology
Publisher : LPPM ITK

Ch a n g e s in land use impacts on groundwater availability both in quality and quantity. Study of geological, hydrogeological conditions, hydrological, hydrogeological boundary conditions contribute to determine the presence of groundwater in the groundwater basin and determine the natural groundwater flow modeling patterns. Location of the study are in Muara Lawa, including the formation Pulaubalang, Pamaluan, and Balikpapan on Lampanan syncline structure. Exploration drilling results indicate, that the hydrogeological study area into the aquifer system of folded sedimentary rocks consisting of seven aquifer layers alternating between akuitar, aquifers, and the base layer in the form of akuiklud. The area bounded by the limits of the model study of surface water in two major rivers, the Lawa River (east) and the Perak River (west), as well as the groundwater divide with the highest head (north and south. The results of the analysis of the type of regional aquifers aquifer models including the category of semi depressed with aquitards dominance in the surface layer. The pattern of groundwater flow and head height can be predicted by modeling using Visual Modflow. There is an increase zone budget is almost five times higher than the natural condition to the active mining conditions, particularly in the green zone, that of the natural conditions of 1,502 m3 day-1 to 12,930 m3 day-1 in the active mining. This is due, in the mining area there is a change in land use and hidrostratigrafi, namely the formation of pits that reach depths of 70 meters.

Kajian hidrologi dan hidrogeologi daerah penambangan, studi kasus lipatan sinklin di Sungai Mahakam, Kutai Kartanegara , Provinsi Kalimantan Timur Shalaho Dina Devy; Ibnu Hasyim
SPECTA Journal of Technology Vol. 6 No. 3 (2022): SPECTA Journal of Technology
Publisher : LPPM ITK

Changes in land use due to open pit mining operations, indirectly affect the hydrological cycle. Open pit mining operations, especially the open pit method, greatly affect subsurface conditions, such as lithology and hydrogeology. The purpose of this study was to analyze the hydrological and hydrogeological conditions before mining on syncline folds in the Mahakam river. This research is an inductive research with an analytical approach which includes the study of land use, hydrological conditions, geology, and hydrogeology. The land use of the research area is dominated by plantations (84%) with a rain catchment area of 995.9 hectares. The results of the hydrological analysis yielded daily rainfall values with a 5-year recurrence of 208.4 mm, annual rainfall of 2.177.32 mm, runoff 238.63 mm/yr, evapotranspiration 1,031.16 mm/yr and groundwater recharge 907.53 mm/th. The lithology of the study area is dominated by sandstone and clayey siltstone. The results of the aquifer test (pumping test) showed that the average K value (hydraulic conductivity) of sandstone was 1.33 × 10-2 m/s and claystone was 6.77 × 10-10 m/s. The results of the hydrogeological analysis show that the top layer is an aquitard, below it is an aquifer, then an aquitard, and the bottom is an aquiclude. The type of aquifer in the study area is classified as semi confined aquifer

Analisis Uji Kuat Tekan Uniaksial Batupasir Pada Formasi Pamaluan, Kecamatan Longikis, Kabupaten Paser, Provinsi Kalimantan Timur Musodiq Musodiq; Tommy Trides; Shalaho Dina Devy; Revia Oktaviani; Albertus Juvensius Pontus
MINERAL Vol 8 No 1 (2023): MINERAL
Publisher : Jurusan Teknik Pertambangan Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/mineral.v8i1.3921

The uniaxial compressive strength test was carried out to determine the value of rock strength. This research was conducted on sandstones in the Pamaluan Formation. The tests carried out in this study were physical properties tests, compressive strength tests and grain size tests on sandstones with a total of 30 samples on the physical properties test, 10 samples on the mechanical test and 500 gram grain size test at each point, the purpose of which is to determine the effect of porosity on the compressive strength of rock. In testing the physical properties carried out, the lowest and highest porosity values were 17.27 and 22.91%. The results of the compressive strength test with the lowest and highest values were 3.05 and 7.63 MPa. The grain size test results at points 1 and 2 are the same, namely fine sandstones with a percentage of 45 and 44%. From the results of research that has been done the value of porosity and grain size is very influential on the compressive strength test.

Investigasi Kondisi Airtanah Dengan Geolistrik: Studi Kasus Endapan Aluvial di Bengalon, Kutai Timur, Provinsi Kalimantan Timur Shalaho Dina Devy; Ibnu Hasyim
PROMINE Vol 10 No 1 (2022): PROMINE
Publisher : Jurusan Teknik Pertambangan, Fakultas Teknik, Universitas Bangka Belitung

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33019/promine.v10i1.2281

Bengalon is located in East Kutai Regency, East Kalimantan Province. Bengalon is included in the Samarinda-Bontang groundwater basin. The development of agricultural and industrial areas, followed by an increase in residential areas, will cause an increase in the water demand. This study aims to determine the groundwater potential of alluvial areas using the resistivity geoelectric method. The resistivity survey resulted in subsurface lithology, shallow groundwater conditions in the form of depth, thickness, and location of the aquifer as well as the type of groundwater quality. There are 10 locations for geoelectric data collection using the 2D geoelectric method. The results showed that the majority of the aquifers were alluvial deposits consisting of sand and sandy clay. The resistance indicating groundwater is 1 - 4 Ω m, at a depth of 10 – 50 m with a thickness varying from 10 – 20 m which has been dominated by sand. The presence of sea water intrusion in aquifers causes the quality of groundwater to tend to be brackish because the research location is in a swamp area bordering the coast.

PEMODELAN PENYEBARAN BATUAN POTENSIAL PEMBENTUK ASAM PADA KAWASAN PENAMBANGAN BATUBARA TAMBANG TERBUKA DI MUARA LAWA, KABUPATEN KUTAI BARAT, KALIMANTAN TIMUR (Modeling Distribution of Rock Potential Acid Forming in Open Pit Coal Mining Areas) Shalaho Dina Devy; Heru Hendrayana; Dony Prakasa Eka Putra; Eko Sugiharto
Jurnal Manusia dan Lingkungan Vol 23, No 1 (2016): Maret
Publisher : Pusat Studi Lingkungan Hidup Universitas Gadjah Mada

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.22146/jml.18770

ABSTRAKDampak penambangan batubara tambang terbuka adalah munculnya Air Asam Tambang (AAT) di sekitar lingkungan penambangan yang mempengaruhi kualitas air tambang, biota air, kualitas air dan tanah. Oleh karena itu, informasi awal untuk mengantisipasi dampak tersebut, yaitu identifikasi batuan yang berpotensi asam dan memodelkan penyebarannya. Kajian geologi dan mineralogi batuan berperan dalam mengetahui penyebaran batuan Potential Acid Forming (PAF) dan Non Acid Forming (NAF). Kawasan tambang yang digunakan sebagai model penelitian berada di Kecamatan Muara Lawa, Kabupaten Kutai Barat, Kalimantan Timur. Hasil dari penelitian mengindikasikan, bahwa dominasi PAF berada di lapisan batu lempung kemudian diikuti batu lanau dan batu pasir dengan penyebaran mengikuti struktur sinklin yang terbatas di lapisan bawah (floor) dan lapisan antara (inter burden) pada batubara. Sementara itu, batuan NAF menyebar menempati daerah selain batuan PAF.ABSTRACTThe impact of open pit coal mining is the emergence of Acid Mine Water (AMD) around the mining environment that affect the quality of the mine water, aquatic biota, water and soil quality. Therefore, early information to anticipate these impacts is the identification potential acid rock and distribution model as a guide for the mining plan. Geological and geochemical study of rocks is important in knowing the distribution of rock Potential Acid Formning (PAF) and Non Acid Forming (NAF). Mining area which is used as a research model was in Muara Lawa, West Kutai regency, East Kalimantan province. The results of the study indicate, that the dominance of PAF are in layers followed by siltstone, claystone and sandstone with the distribution of rock following the syncline structure in the bottom (floor) layer and in the inter-burden layer on coal. Meanwhile, rock NAF spread in areas other than rock PAF.

Akurasi Titik Bor melalui Digitalisasi Hanwha as a Total Solution (Hats) Project PT. Hanwha Mining Services Indonesia Mardan Ali; Shalaho Dina Devy; Revia Oktaviani; Agus Winarno; Lucia Litha Respati
Jurnal sosial dan sains Vol. 3 No. 9 (2023): Jurnal Sosial dan Sains
Publisher : Green Publisher Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.59188/jurnalsosains.v3i9.1007

Latar Belakang: Program “Hanwha As a Total Solution (HATS)” di PT. Hanwha Mining Services Indonesia (HMSI) site PT. Kideco Jaya Agung (KJA) merupakan salah satu metode (project) yang dikembangkan Hanwha Corporation dibidang pertambangan seperti digitalisasi pengeboran untuk dapat meningkatkan akurasi dan memudahkan pemantauan jarak jauh (remote monitoring) melalui suatu perangkat saling terkoneksi satu sama lain. Deviasi yang dicari dihitung berdasarkan pemodelan dan interpretasi koordinat plan dan aktual setelah dilakukan pengeboran, baik dengan fitur DrillPacemaker ataupun pengeboran dengan acuan pemasangan titik manual. Tujuan: Untuk mengetahui akurasi titik bor melalui digitalisasi “Hanwha As a Total Solution (HATS)” di PT. Hanwha Mining Services Indonesia (HMSI) site PT. Kideco Jaya Agung (KJA). Metode: Penelitian ini bersifat kuantitatif di mana menguji teori-teori yang telah ada dan pengaplikasiannya dalam sebuah statistik. Hasil: Hasil pengeboran fitur DrillPacrmaker Area 300323_EX167 (E) dengan nilai rata-rata deviasi yaitu 0,13 m dan Area 140423_EX163 (B) menghasilkan nilai deviasi rat-rata yaitu 0,07 m. Adapun pengeboran dengan acuan marking point manual area 290323_EX178 (B) menghasilkan nilai rata-rata deviasi yaitu 1,13 m dan area 300323_TOL (B) menghasilkan nilai rata-rata deviasi yaitu 0,95 m. Sehingga pengeboran dengan metode digital HATS DrillPacemaker masuk kategori Achieved pada nilai KPI ≤ 0,15 m lebih akurat dari hasil pengeboran marking point manual. Kesimpulan: Berdasarkan perhitungan dan analisis yang dilakukan, ketercapaian (achievement) akurasi titik bor aktual terhadap titik bor rencana dengan metode pengeboran digital HATS masuk dalam kategori nilai KPI Collaring yaitu ≤ 0,15 m dibanding metode pengeboran acuan marking point manual.

THE IMPACT OF AGLOMERATION METHOD FROM AQUADES AND WASTE COOKING OIL TO THE INCREASING OF THE CALORIFIC VALUE AT PT MEGAPRIMA PERSADA’S COAL IN PT SURVEYOR INDONESIA LABORATORY, SAMARINDA EAST KALIMANTAN) Hadis; Windhu Nugroho; Lucia Litha Respati; Agus Winarno; Shalaho Dina Devy
JOURNAL SCIENTIFIC OF MANDALIKA (JSM) e-ISSN 2745-5955 | p-ISSN 2809-0543 Vol. 4 No. 7 (2023): Juli
Publisher : Institut Penelitian dan Pengembangan Mandalika Indonesia (IP2MI)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.36312/10.36312/vol4iss7pp82-90

Coal is a fossil fuel that is formed from organic deposits. Coal reserves in Indonesia generally include low rank coal with a total moisture up to 40%. Coal with low ash and sulfur content can be obtained by utilizing oil and water which in this case is called agglomeration. In making agglomeration this time it is done by using waste cooking oil and aquades. The comparison used was 100 g of coal, 100 ml of distilled water and the variable that was distinguished was waste cooking oil, namely 20 ml, 30 ml and 40 ml. Proximate analysis results on coal obtained IM 11,93%, AC 7,04%, AC 39,79% and FC 41,24%. At 20 ml agglomeration obtained IM 0,47%, AC 6,04%, VM 51,94% and FC 41,55%. At 30 ml agglomeration, the value of IM is 0,37%, AC is 5,35%, VM is 67,38% and FC is 36,38%. At 40 ml agglomeration, the value of IM is 0,26%, AC is 4,76%, VM is 59,19% and FC is 35,79%.

Analisis Pengaruh Number of Cycles Terhadap Pengujian Durabilitas Batulanau di Sidomulyo Samarinda Eva Indriani Sanggalangi; Shalaho Dina Devy; Windhu Nugroho
Jurnal Riset Teknik Pertambangan Volume 2, No. 2, Desember 2022, Jurnal Riset Teknik Pertambangan (JRTP)
Publisher : UPT Publikasi Ilmiah Unisba

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.29313/jrtp.v2i2.1618

Abstract. Durability is defined as a measure of the rock's resistance to weathering and disintegration, when the rock undergoes weathering in a short period of time. This time the slake durability test was carried out with the testing standard of SNI 3406 Year 2011. This test used siltstone in the Balang Island Formation, Samarinda area. The particle size of the silt is midway between that of clay and fine sand. From the results of testing 8 samples of siltstone with 10 cycles that have been carried out, it can be seen that the siltstone in the Balang Island Formation tends to be stronger and the durability index value decreases relatively small from one cycle to the next. The value of Slake durability index (Id2) from each sample sequentially, namely 91.3%, 96.4%, 95.3%, 93.7%, 93.7%, 95.4%. 97.2%, 96.7%. The durability index test obtained an average durability index value (Id2) of 95%, where the value of siltstone at the research site is included in the very high classification. Abstrak. Ketahanan (durability) didefinisikan sebagai ukuran resistensi batuan terhadap pelapukan dan disintegrasi, ketika batuan mengalami proses pelapukan dalam jangka waktu yang singkat. Pengujian slake durability kali ini dilakukan dengan standar pengujian SNI 3406 Tahun 2011. Pengujian ini menggunakan batulanau pada Formasi Pulau Balang daerah Samarinda. Ukuran partikel lanau berada di tengah-tengah antara lempung dan pasir halus. Dari hasil pengujian 8 sampel Batulanau dengan siklus sebanyak 10 kali yang telah dilakukan terlihat bahwa Batulanau pada Formasi Pulau Balang cenderung lebih kuat dan nilai indeks durability mengalami penurunan yang relatif kecil dari siklus satu ke siklus berikutnya. Nilai Slake durability index (Id2) dari masing-masing sampel secara berurutan, yaitu 91.3%, 96.4%, 95.3%, 93.7%, 93.7%, 95.4%. 97.2%, 96.7%. Pengujian durability index tersebut diperoleh rata-rata nilai indeks durability (Id2) sebesar 95% , dimana dengan nilai tersebut batulanau pada lokasi penelitian termasuk dalam klasifikasi sangat tinggi.

Co-Authors Achmad Faisal Agus Winarno Agus Winarno Agus Winarno Agus Winarno Agus Winarno, Agus Ainayah Al Fatihah Aipassa, Marlon Ivanhoe Albertus Juvensius Pontus Aline Thresa Ardhan Ismail Ardian, Sandy Arifin, Dawamul Ivanhoe Ashabul Kahfi, Ashabul Bryan Andreas Turnip Christian Sarungallo Christian Sarungallo Dean Ryanda Putra Donal, Donal Dony Prakasa Eka Putra Eva Indriani Sanggalangi Fasih Hardian Fitri Nur Fadilah Gampang Toha Gayus Irwanto Andeina Ginting, Emdananta Grecensius Jevino Hadis Hamzah Umar Hamzah Umar Harjuni Hasan Harjuni Hasan Harjuni Hasan Henny Magdalena Heru Hendrayana Heru Susilo Ibnu Hasyim Ibnu Hasyim Ibnu Hasyim IMANG, NDAN Irfan Irfan Irvan Oktaviandi Jaba, Yafet Krisanto Yardin Panggeso Kristiningrum, Rochadi Kristiningrum Kusnanto, Fransiska Angelina Lifia Kemala Dewi Lucia Litha Respati Lucia Litha Respati Lucia Litha Respati Mardan Ali Mohammad Geraldo fahmi Mukmin, Abdul Rijal Musodiq Musodiq Nugroho, Windhu Nur Aqsa Syahban Irwan Oktaviani, Reva Pontus, Albertus Juvensius Pradipta Baehaqi Prayoga, Yogi Bayu Pretty Permatasari Hutahayan Putri Lufian Tika Putri, Agita Kendari Respati, Lucia Litha Revia Oktaviani Revia Oktaviani Revia Oktaviani Rifki Amin Ma’sum Rinto Syahreza Pahlevi Sakdillah Sakdillah Sakdillah Sakdillah Sandri Tandi Rapang Sarwono, Edy Kristiningrum Sendana, Aprianto Aris Sharon Tria Kurniawati Silaban Suhaila Ridwan Suharni Suharni Tommy Trides Tommy Trides Tommy Trides Tommy Trides Trides, Tommy William William Windhu Nugroho Windhu Nugroho windhu Wiradhana, Ni Made Ayu Dwi Kartika Zwageri, Rizky

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