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All Journal Journals Mining Engineering : Bina Tambang Journal of Degraded and Mining Lands Management INVOTEK: Jurnal Inovasi Vokasional dan Teknologi Jurnal Teknologi Informasi dan Pendidikan Pelita Eksakta MOTIVECTION : Journal of Mechanical, Electrical and Industrial Engineering Suluah Bendang: Jurnal Ilmiah Pengabdian Kepada Masyarakat Jurnal Sains dan Teknologi Al-Ihtiram: Multidisciplinary Journal of Counseling and Social Research

Yoszi Mingsi Anaperta

Universitas Negeri Padang

Author-ID : 2567768

Religion Aerospace Engineering Agriculture, Biological Sciences & Forestry Humanities Astronomy Automotive Engineering Biochemistry, Genetics & Molecular Biology Chemical Engineering, Chemistry & Bioengineering Chemistry Civil Engineering, Building, Construction & Architecture Computer Science & IT Control & Systems Engineering Decision Sciences, Operations Research & Management Dentistry Earth & Planetary Sciences Education Electrical & Electronics Engineering Energy Engineering Health Professions Industrial & Manufacturing Engineering Languange, Linguistic, Communication & Media Law, Crime, Criminology & Criminal Justice Mathematics Mechanical Engineering Medicine & Pharmacology Nursing Physics Public Health Transportation Veterinary Other

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Slope stability analysis at Pit AI-Block B PT. Anugerah Alam Andalas Muara Ketalo Village, Sungai Bengkal, Tebo Ilir Subdistrict, Tebo District, Jambi Province Dasri Husien; Bambang Heriyadi; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 3, No 1 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Slope stability was not currently analysed into mining production at company. Bishop Simplified and Janbu Simplified will be applied to the slopes.Data bases are Top Soil: Unit Wight (γ)= 20,36 kN/m3, Cohesion (c') =26,38 kN/m2 and angle of repose (ϕ') = 25,5°.Sands: Unit Wight (γ) = 22,19 kN/m3, Cohesion (c') = 28,14 kN/m2 and angle of repose (ϕ') = 33,3°. Clay: Unit Wight (γ) =19,67 kN/m3, Cohesion (c') = 32,16 kN/m2 and angle of repose (ϕ') = 39,11°. Initial Slope height 22 metre and overall slope angles are 46°, Single Slope height I 5 metreand slope angle 48°, Single Slope Height II 17 metre and slope angle 55°.Geometrical slope recommendations are: 1. Bishop Simplified Method SF 0,892, slope is not safe. Reducing slope angle (46° to 30°) increasing II single slope to III single slope and height 6,115, 8,885, 7 metre, angels 30°,39°, 56°, berm I 4,221 metre berm II 4,601 metre, SF is now 1,338, slope is safe. 2. Janbu Simplified Method (saturated) SF 0,784, slope is not safe. Reducing slope angle (46° to 30°) and increasing II single slope to III single slope and height 6,115, 8,885, 7 metre, then angle 28°,32°, 56°, berm I 2,689 metre and berm II 4,601 meter, SF is1,337 and slope is safe.

Pemanfaatan Media Online Bagi Kelompok Gerai PKK Nagari Parit Malintang Kecamatan Enam Lingkung Kabupaten Padang Pariaman Adree Octova; Yoszi Mingsi Anaperta; Mulya Gusman
Journals Mining Engineering : Bina Tambang Vol 3, No 4 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Abstract. Nagari Parit Malintang is one of the Nagari located in the district of Enam Lingkung Padang Pariaman. The daily activities of the community are rough, farming and farming. Besides that, there were also efforts made from the small business sector and the household handicraft industry. One of the business groups is the Nagari PKK Outlet group. This business group has results in the fields of pearls and coconut, coconut and derivatives, as well as cooking. In the course of this business group from there. The low public interest will have a positive impact in the future. In this community service activity, online introduction media will be conducted in an effort to increase sales in this Nagari. The method used is technology, assistance and calculation in the production process (packaging). The activity began with a library, conducting an initial survey to the location of activities related to online media in businesses and businesses, introducing various online promotional media, mentoring in creating accounts and online content and ending with production packaging expenditures in order to have a match selling market needs when this. The results of community service activities that allow groups to have online sales accounts from various online services and applications, enable a more strategic market and can increase sales results..Keywords: Online Media, Information Technology, Marketing Strategies

Penerapan Teknologi Biopori Di Perumahan Griya Tabing Banda Gadang Padang Muara Mulya Gusman; Yoszi Mingsi Anaperta; Adree Octova
Journals Mining Engineering : Bina Tambang Vol 4, No 1 (2019): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v4i1.104002

Abstract. Problems of environmental damage such as flood, garbage and drought in Indonesia is a problem that can not be solved. One of the things that cause problems to this flood is this is the decreasing of water absorption area and unconscious society not to throw garbage carelessly. Limited land in residential areas results in space for water catchment areas and few dumps. The purpose of this community service activity is to provide knowledge and skills to the community about the application of environmentally appropriate technology that is Biopori Absorption Hole technology (LRB). This activity is useful to increase the ground water reserves and reduce the waste as well as to produce compost. Partners of this activity are 2 groups of residents Rukun Tetangga (RT) that is RT 04 and RT 06 Village Tabing Banda Gadang, District Nanggalo, Padang. This form of activity consists of lectures and practices of making biopore infiltration holes. The practice of making the biopore infiltration hole involves community participation. Many of the created biopore holes are made up of 10 holes per each RT. The hole is 10 cm in diameter and 100 cm in depth. The holes that have been made therein incorporated organic waste in the form of remnants of vegetables, paper, fruit peels and others - others. Thus LRB is useful in reducing waste, increasing groundwater reserves, reducing the flow of surface water that causes flooding and will reduce the dangers of drought. Besides, LRB will produce compost that can be useful to increase people's income. Keywords: Biopori Absorption Hole (LBR), Flood, Organic and Inorganic Waste.

Simulasi Alat Produksi Limestone dan Silicastone Untuk Memenuhi Kebutuhan Pabrik Semen Existing dan Commissioning Pabrik Semen Indarung VI pada Semester II Tahun 2017 Di PT Semen Padang Muhamad Irvan; Murad Murad; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 3, No 4 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Abstract. PT Semen Padang plans to commission their new cement factory, Indarung VI, which increases monthly demands for limestone and silica stone (supplied by existing Mine Area of Bukit Karang Putih) to 1.117.781 tones and 156.773 tones. This research is purposed to get the capability of production equipment (loaders, trucks, crushers, belt conveyors) in existing area to match production targets and to determine what kind of optimization is needed to make the equipment capable to fulfil the target. We approach this research by using a simulation that build based on actual conditions (operation pattern, effective working hours, and productivity), then comparing the result to the production targets. Optimizations are determined by analyzing effective hours and productivity of each equipment, then compare them to the theoretical ones. From the simulation, equipment in existing area has actual production of 674.503 tones limestone, and 81.960 ton silicastone, only 60% and 52% of the production targets. Therefore, optimization needs to be done. Optimization is doing by: improving the work efficiency from 69,90% to 86,11%; recalculate matching fleet; and adding two extra shifts per day. After implementing optimization into simulation, equipment in existing area finally, match production target, by producing 1.133.487 tones limestone and 162.471 tones silica stone.Keywords: Commissioning; Simulation; Optimization; Effective Hours; Productivity

LEACHATE WATER MODELING USING GEOLISTRIK METHOD OF RESISTANCE TYPE OF CONFIGURATION OF WENNER-SCHLUMBERGER AT TPAS AMPANG KUALO DISTRICT SOLOK WEST SUMATERA Ridho Yovanda; Adree Octova; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 3, No 1 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

TPAS Ampang Kualo is the final dumping place in Solok city of West Sumatra which is located near the residential area. Garbage accumulation in TPAS Ampang Kualo resulted in environmental pollution, therefore it is necessary to conduct research on TPAS Ampang Kualo with the aim to know the distribution of its waste. Estimation of the distribution of waste below the surface of the soil can be done by using the geolistrik type resistance method. Data retrieval with MAE X612 EM Resistivity meter using geoelectric method of resistance of configuration type Wenner - Schlumberger. The measurement data is then inverted using Res2dinv software to bring up the 2D resistivity profile and the Voxler 4.0 software for 3D resistivity profiles. The results showed that the leachate water of TPAS Ampang Kualo was almost evenly distributed. On Track one is around a leachate pond stretching from South to North, Lindi is detected from a range of 5 meters to 42 meters with a depth of 2.10 to 5.80 meters. On Track 2 also around a leachate pond stretching from East to West, Lindi is detected from a stretch of 7 meters to 44 meters with a depth of 1.50 to 6.35 meters. At Trajectory 3 is in the vicinity of a residential population stretching from South to North that cuts off the flow of leachate ditches, Lindi is detected from a 1 meter to 31 meter stretch with depths of 0.25 to 7.38 meters.Based on the results of the research and geological map in the area, point to the research area at TPAS Ampang Kualo subsurface layer composed of rocks and minerals, ie, clay, sand, gravel, and quartzite igneous rock.It was concluded that the distribution of waste at the TPAS Ampang Kualo to the south to the southwest followed the small flow of leachate discharge, due to the lower topography of the TPAS and the distribution of its waste also to the vicinity of Green Hills Arya housing.

KAJIAN SISTEM KERJA ALAT MUAT DAN ALAT ANGKUT PADA PENGUPASAN OVERBURDEN DENGAN PENERAPAN METODE ANTRIAN DI PIT TAMAN TAMBANG AIR LAYA PT.BUKIT ASAM (PERSERO) TBK Dwi Rahmi Elvionita; Dedi Yulhendra; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 3, No 2 (2018): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Pit Taman is a mining location that located inPT.BAarea, on the process of stripping overburden in the Pit Taman uses 6 units of conveyance and 1 unit loading equipment. The production target of overburden stripping in November is not reached. This is due to the lack of composition of mechanical units and the number of waiting times that occur in the conveyance. The purpose of this research is to calculate the productivity of each fleet in the Pit Taman, to calculate the compatibility of tools in Pit Taman, to gain effort and to reduce queue time at overburden production in the Pit Taman and to get match factor equal to 1.In this study combined between the theory with field data, so that in the approach to problem solving. And the results of data processing will be analyzed for subsequent to be generated a recommendation.Based on the research results can be concluded. First, the productivity komatsu PC 1250 on fleet 1 is 473,87 bcm / hour and productivity komatsu HD 785 is 109,34 bcm / hour. In fleet 2 productivity komatsu PC 2000-1 is 703.50 bcm / hour and komatsu HD 785 is 174.23 bcm / hour. In fleet 3 productivity komatsu PC 2000-2 is 730.64 bcm / hour and komatsu HD 785 is 186.15 bcm / hour. Second, the composition of the available equipment of Fleet 1 is 1 loader and 6 conveyance equipment, Fleet 2, 1 loader and 6 conveyance, Fleet 3.1 loader and 6 conveyance. Third, the effort to reduce the queue time improves the composition of the tool to MF = 1. Fourth, the calculation analysis MF = 1 on fleet 1 = 5 units of HD, fleet 2 = 4 units, fleet 3 = 4 units.Key words :production,macth factor,queue teori

Monitoring Lereng Menggunakan Prisma Untuk Mengetahui Pergerakan Pada Lereng Inpit dan Ekspit PT Sago Prima Pratama (J Resources) Site Seruyung Kecamatan Sebuku, Kabupaten Nunukan,Kalimantan Utara Aiv Fajri Muchtar; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 5, No 2 (2020): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Abstract. PT Sago Prima Pratama is a company engaged in the field of gold mining with an open mining system. Calculation and analysis of slope stability is very important to do, especially in open pit mining using the open pit method. Rock masses that were initially stable and undisturbed were dug up (disturbed) so that they could lose stability and cause landslides. If landslides occur, there will be hazards that disrupt the mining process so that production will be disrupted. From the calculation using Surpac software it is known that the pit depth is 150 meters from the ground surface. Movement often occurs on the slope, therefore slopes must be monitored so that movement on the slope can be known and can be known hazards on vulnerable slopes. Monitoring is usually done by looking at prism data. From these data we can see how much the slope is moving. With this monitoring can anticipate the potential for landslides early, so that treatment can be done earlier. Monitoring carried out at inpit has a range that ranges av. displacement at the study site during the August 14-29 2018 is 0.023mm to 0.177mm and the range av. instant velocity ranges from 0.30 - 1.33 mm / hour The fastest movement is at the BLS and the lowest is at the MSC.Keywords: Monitoring, slope, stable, displacement, velocity

Analisis Perbandingan Biaya Alat Gali Muat Excavator Komatsu PC 1250 dengan Excavator Hitachi ZX 1200 Pada Pengupasan Overbarden Di PT. Artamulia Tatapratama Ichsan Achmad Setiawan; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 5, No 3 (2020): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Abstract. PT. Artamulia Tatapratama utilizes Komatsu PC 1250 and Hitachi ZX 1200 excavators for the process of stripping and transporting overburden which has a working combination where each excavator serves six units of Komatsu HD 465 dump trucks. This research aimed at: 1) obtaining the productivity value of the excavator and dump truck, 2) obtaining owning and operational costs of Komatsu PC 1250 and Hitachi ZX 1200 excavators, and 3) determining more economical excavators. The process of data analysis and processing in this study included: 1) calculation of ownership and operational costs, 2) calculation of productivity of the dump trucks, 3) calculation of production costs, and 4) comparative analysis of production costs. Based on the results obtained, the cost of overburden stripping using Hitachi ZX 1200 excavator was more economical than Komatsu PC 1250 excavator. It is recommended to PT. Artamulia Tatapratama to use the Hitachi ZX 1200 excavator in the overburden stripping process. In addition, in terms of the procurement of further equipment, the company is advised to choose the Hitachi ZX 1200 excavator since it is more economical.Keywords: Owning Cost, Operation Cost, Productivity, Production Costs,Excavator

ANALISIS KESTABILAN LERENG MENGGUNAKAN METODE BISHOP PADA JALAN UTAMA MENUJU PENAMBANGAN DI PT. CAHAYA BUMI PERDANA, KOTA SAWAH LUNTO Satria Al Rafid; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 6, No 2 (2021): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v6i2.111761

Abstract. PT. Cahaya Bumi Perdana is a company engaged in the coal mining business in Sawahlunto City. Mining activities carried out are open pit mining system with replenishment method and underground mining system using space and pillar method. In August 2020 there was a landslide on the main road to the mining site. The type of slope forming material is clay. The assumed arc landslide stretch with the initial slope geometry before the landslide is 70 ° and 35 meters high. Landslides disrupt the main road access to the mine due to falling material. The method used in this research is the bishop method and the hoek and bray method. The results of this study can be ignored as follows. Data from laboratory testers were density 9,212 kN/m3 , cohesion 53,462 kN/m2 , and deep shear 22,950. The density value in dry conditions is 8,065 kN / m3, and at saturated conditions is 10,196 kN/m3 . The slope factor in natural conditions is 1.267, 1.372 in dry conditions, and 1.178 in saturated conditions. Recommended slope geometry using the bishop method with a new slope height of 17 meters, a width of 10 meters and a slope of 500 per level, and 420 for the total slope, obtained a new safety factor. The total safety factor in dry conditions is 2,223 and single slop is 3,031. In saturated conditions, the total is 1,932 and 2,546 singles. With the hoek method, the safety factor for new slopes in dry conditions is 2.49 and 1.93 in saturated conditions with the same height, width and slope as the bishop method.Key Words : Safety Factor, Bishop Metode, Slope.

ANALISIS KESTABILAN LERENG PADA SEKITARAN LUBANG BMK 35 DI CV. BARA MITRA KENCANA (BMK), TANAH KUNING, DESA BATU TANJUNG, KECAMATAN TALAWI, KOTA SAWAHLUNTO Eggi Marcelleno; Yoszi Mingsi Anaperta
Journals Mining Engineering : Bina Tambang Vol 6, No 4 (2021): Journals Mining Engineering: Bina Tambang
Publisher : Departemen Teknik Pertambangan FT UNP

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.24036/bt.v6i4.113689

Based on the results of observations at BMK 35 CV. Bara Mitra Kencana, the authors conducted research on BMK 35 slopes where slope height (H) = 35 m and slope (a) = 65°. Referring to the description of the BMK 35 supervisor, in mid-2018 a large landslide occurred which resulted in tunnel 1 and tunnel 3 being completely buried. As a result of this incident, BMK 35 stopped producing for half a year due to road and tunnel access improvements. This incident occurred due to rainy weather at the mine site in mid-2018 and the absence of a good geotechnical design for the BMK 35 slope. Based on the data from the physical and mechanical properties of rock, the siltstone natural density was 22,84 KN / m³, the saturated density was 23,79 KN/m3, the dry density value was 20,17 KN / m3, cohesion (c) = 0.0419 Mpa and internal friction angle (ϕ) = 44,45°. In determining the value of the actual slope safety factor using software rocscience slide 6.0 with the janbu simplified method, the saturated condition slope safety factor value is 1,192, natural condition is 1,209 and dry condition is 1,265. So it can be concluded that the slope is unstable. The author provides two recommendations for slope improvement, namely, single slope and overall slope. Recommendations with a single slope is use a slope height of 35 meters, angle of slope 58° and get a FK 1,318 in natural conditions, 1,300 in saturated conditions, 1,375 in dry conditions. Recommendation overall slope is to divide into 2 single slope where each slopes have heights 17.5 meters and angle of the single slope is 65° and 51° for the overall slope. When in natural conditions, FK on a single slope is 1,559 and 1,403 for the overall slope. When conditions are saturated, FK on a single slope is 1,529 and 1,384 for the overall slope. When conditions are dry, FK on a single slope is 1,656 and 1,464 for the overall slope.

Co-Authors Abdullah, MT, Dr. Rijal Ade Elsa Marini Adree Octova Afdal Zikri Ahmad Abdillah Ahmat Torkis Zudri Aiv Fajri Muchtar Akbar Wahyu Pratama Aldri Frinaldi Alif Vito Palox Amali Putra Andre Gustian Andre Rahmat Saputra Andree Octova Andryan Febriadi Aprional Ifnanta Audia Multriwahyuni Azhary Rahim Bambang Heriyadi Dasman Lanin Dasri Husien Dedi Yulhendra Delvina, Mery Dendi Fermon Dika Deni Riski Ramadan Derry Trenza Maida Dicky Sevendra Dimas Agung Hermawan.HL Doli Ali Fitri doly dakhyar hutasuhut Donny Fernandez Eggi Marcelleno Eko Irwan Excell Vicky Satria Fachri Arif Facrul Rozi Ramadhan Fadhilah Fadhilah Fajri Hafiz Nurzam Fandi Aulia Syofyan Fedi Fedi Fikhrul Arsyad Fitra Rifwan Fitri Eka Yulia Fitri, Lira Zana Frisca Rinaldi Putri Gary Aprio Gerry Vernando Hadyan Arif Hagit Kristiansyah Hari Sentosa Harizona Aulia Rahman Hazqan Hari Asri Heldi Heldi, Heldi Helky Sandra Heri Permana Heri Prabowo Ichsan Achmad Setiawan Ihsanul Rifki Ilal Hamdi Ilham Sepriadi Irfand Irviandha Rafi Jordi Andika Putra Salim Khairanisa Ariya Lukman Firmansyah Maiyudi, Riko Maiyudi Micco Syaputra Muhamad Irvan Muhammad Ichsan Busra Muhammad Ikmal Muhammad Rafles Yusuf Muhammad Syukri Yusa Muhammad Yazi'd Mulya Gusman Murad Murad Nadra Mutiara Sari Nasti, Prayudi Natasha Nur Ananda Novia Afrizal Oktaviana Saputri Oktaviani Oktaviani Pakhrur Razi Pandu Poernaddie Iswara pinto prinanda Purwoko, Agus Putra, Kyrie Eleison Raimon Kopa Randi Sepniko Rembrant, Rembrant Rendi Julianto Elsa Rezki Hidayat Ridho Yovanda Ridwan Saputra Riko Maiyudi Riri Metriani Riski Adelina Pane Rizto Salia Zakri Roges Tomara Mahesa Rony, Zahara Tussoleha Rudy Anarta Sadam Husean Saldy, Tri Gamela Sari, Ceni Febi Kurnia Satria Al Rafid Satria Rija1 Selaras, Ganda Hijrah Septian Andika Putra Siska Alicia Farma Sultan Muhammad Taufik Sumarta, Fauzan Sumarya Sumarya Syafri, Rifki Randa Syamsul Bahri TAUFAN PRAYOGI Teguh Indra Putra Tiwi Melisa Tommy Joetra Umar Fauzan Umar, Genius Wahyu Dicky Guntara Wahyu Rijal Waskito Putra Yori Amzeri Yulian, Yoga Ahmad Zabal Nur Zulni Eldo Putra

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