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Journal articles on the topic 'Rocscience Slide'

Author: Grafiati

Published: 4 June 2025

Last updated: 15 July 2025

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1

Фролов, Олександр Олександрович, та Максим Вадимович Дзьоба. "Встановлення стійкості уступу кварцових пісків на кар’єрі Сихівського родовища". Технічна інженерія, № 2(92) (29 листопада 2023): 258–67. http://dx.doi.org/10.26642/ten-2023-2(92)-258-267.

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Наукова публікація висвітлює результати досліджень щодо визначення параметрів стійкості уступу кварцових пісків. Відповідно до проведеного аналізу попередніх досліджень встановлено, що переважно методи розрахунку стійкості укосів ґрунтуються на моделі гранично-напруженого середовища з використанням способів графічних побудов, пакетів прикладних програм для розрахунку стійкості схилів та чисельними методами. Для умов розробки Сихівського родовища кварцових пісків здійснено розрахунок стійкості робочого уступу способами графічних побудов і програмним комплексом Rocscience Slide та проведено порі

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Miss.Anjali, R. Kamble, Amol B. Saner Dr., and Swapnil Joshi Prof. "SLOPE STABILITY ANALYSIS UNDER DIFFERENT SOIL NAILING PARAMETERS USING SLIDE (ROCSCIENCE) SOFTWARE." Journal of the Maharaja Sayajirao University of Baroda 58, no. 1 (I) (2024): 169–78. https://doi.org/10.5281/zenodo.14177625.

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javed, Fahad, and Inamullah khan. "SLOPE STABILITY ANALYSIS AND MITIGATION ALONG CPEC ROUTE (KKH) BY USING ROCSCIENCE SLIDE MODELING;(A CASE STUDY OF LANDSLIDE AT HUMARRI, PAKISTAN." Scandic Journal Of Advanced Research And Reviews 2, no. 3 (2022): 070–80. http://dx.doi.org/10.55966/sjarr.2022.2.3.0043.

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Northern Pakistan is one of the most active and dangerous geological zones on the planet. As a result, several huge landslides have occurred in the area throughout history, destroying infrastructure, blocking the Hunza River, and seriously damaging the Karakoram highway. Due to the difficult logistics and wide distances involved, despite the high frequency of large-magnitude landslides and the subsequent destruction, the whole area remains understudied. Using the Limit Equilibrium Method, this study explores the slope failure along the Hunza River (HR), Village Humarri Nagar District Upper Hun

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Jing, Shao Dong, Shuai Ling Xu, and Chao Guo Wang. "Analysis of Water-Rock Interaction and Two-Dimensional Seepage Field of Tunnel." Advanced Materials Research 955-959 (June 2014): 3297–301. http://dx.doi.org/10.4028/www.scientific.net/amr.955-959.3297.

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Researches show that groundwater easily leads to tunnel disease. Groundwater seepage field is changed after the tunnel excavated. When crossing the fault fracture zone with groundwater, the tunnel will be cut into independent units with water. Along with the tensile stress on the tunnel invert and upper apex, it's prone to landslides and other damages. This paper analyzes the mechanism of interaction of water and rock, and describes the failure mechanism made by groundwater on the rock by RFPA2D, then analyzes the changes of groundwater seepage field before and after the tunnel excavation by u

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Munif, Ahmad Muhammad, Dwi Sat Agus Yuwana, and Arrizka Yanuar Adipradana. "Studi Kelongsoran di Desa Balesari dan Desa Kembangkuning dengan Menggunakan Metode Empiris dan Software Rocscience Slide 6.0." Reviews in Civil Engineering 5, no. 2 (2021): 67. http://dx.doi.org/10.31002/rice.v5i2.4797.

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Nurhidayah, Endah, Paksitya Purnama Putra, and Indra Nurtjahjaningtyas. "Analisis Perkuatan Lereng Akibat Longsor di Desa Dompyong." Rekayasa Sipil 16, no. 1 (2022): 9–14. http://dx.doi.org/10.21776/ub.rekayasasipil.2022.016.01.2.

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An unstable slope is identical to the low value of their factor of safety (FS). Slope with low FS are in critical condition, which can cause landslides. On the other hand, the presence of triggering factor such as rain and human activities will increase the percentage of landslide. It has happened in Dompyong village. The Rocscience Slide Program, used to analyze slope stability in Dompyong village based on the simplified â€“ bishop method. Based on the analysis, the FS value of the initial condition of slope is 0,85. Therefore, the slope is in critical condition because the FS value is less t

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Riyadi, Faizal Agung. "Analisis Dampak Pemompaan Terhadap Kondisi Muka Air Tanah Dengan Finite Element Method." Jurnal Teknologi Pertambangan 9, no. 1 (2023): 71. http://dx.doi.org/10.31315/jtp.v9i1.10537.

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Air tanah merupakan bagian dari sumber daya alam dan merupakan unsur yang penting serta diperlukan untuk hajat hidup orang banyak. Pengelolaan terhadap pemanfaatan air tanah harus memperhatikan keberlangsungan sumberdaya yang ada, untuk memenuhi kebutuhan rakyat atas air. Dalam melaksanakan pengelolaan sumberdaya air tanah, perlu adanya upaya merencanakan, melaksanakan, memantau, dan mengevaluasi penyelenggaraan konservasi sumber daya air, pendayagunaan sumber daya air tanah, serta pengendalian daya rusak air. Dalam rangka perencanaan dan pelaksanaan pemanfaatan sumberdaya air tanah diperlukan

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Akmal, Akmal, and Sepriadi Sepriadi. "K KAJIAN TEKNIS KEMANTAPAN LERENG TAMBANG DENGAN MENGGUNAKAN METODE SLOPE MASS RATING DAN PERHITUNGAN FAKTOR KEAMANAN LERENG MENGGUNAKAN SOFTWARE GEOSTUDIO SLOPE/W2012 DAN ROCSCIENCE SLIDE V.6 DI PIT BARAT PT PRIMA INDOJAYA MANDIRI." Jurnal Teknik Patra Akademika 10, no. 02 (2020): 63–75. http://dx.doi.org/10.52506/jtpa.v10i02.95.

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Dalam merancang suatu tambang terbuka dilakukan suatu analisis terhadap kestabilan lereng yang terjadi karena proses penimbunan maupun penggalian sehingga dapat memberikan kontribusi rancangan yang aman. Pada kajian kemantapan lereng di pit barat PT Prima Indojaya mandiri yang terletak di kabupaten Lahat. Kajian kemantapan lereng dilakukan dengan menguji dan mengetahui kekuatan massa batuan untuk mendapat sudut aman lereng maksimum dan potensi kelongsoran yang akan terjadi dengan metode Slope Mass Rating serta menghitung faktor keamanan lereng menggunakan program Geostudio Slope/W 2012 dan Roc

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Severino, Alessandro, Alexandre de Macêdo Wahrhaftig, Oleksii Tiutkin, Valentyna Gubashova, and Larysa Neduzha. "Effective Jet-Grouting Application for Improving the State of Deformation of Landmarks." Buildings 12, no. 3 (2022): 368. http://dx.doi.org/10.3390/buildings12030368.

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The problem of improving the state of deformation of landmarks is an important aspect when performing civil services, because they have a historical interest and bring symbolisms which relate to an event of particular interest for the community. The engineering–geological surveys, technical evaluation and operational suitability of landmarks of national significance are performed to improve the state of deformation. The conducted analytical assessment of landslide hazard slope stability in the RocScience Slide computational complex shows that in the presence of landslide prevention works, and

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Tiambunan, Damos, Irvani Irvani, and Ferra Fahraini. "Analisa Kestabilan Lereng Menggunakan Metode Fellenius Secara Manual dan Software Slide Rocscience 6.0 (Studi Kasus : TB 1.42 Pemali PT Timah (Persero) Tbk." MINERAL 3, no. 1 (2020): 39–49. http://dx.doi.org/10.33019/mineral.v3i1.1575.

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A hill slope is a part of a mining, especially mining by Open Pit Method. The TB 1.42 Pemali PT Timah (Persero)Tbk, which is often referred as the TB 1.42 applies the open it method in its mining, hence the condition of the hill slope greatly influences the mining Safety because hill slope instability can cause avalance. Hance, the hill slope stability has to be calculated.The calculation is performed to get the value of the safety factor (FK) and to understand the slope’s condition. This calculation can be done using yheFelleniusMethod, either manually or using,SoftwareSlideRocscience 6.0. Th

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Pangaribuan, Marolop P., and Nofrohu Retongga. "Analisis Kestabilan Lereng Menggunakan Metode Rock Mass Rating (RMR) dan Slope Mass Rating (SMR) untuk Menentukan Faktor Keamanan Lereng Pada Tambang Tuf Desa Candirejo, Kecamatan Semin, Kabupaten Gunungkidul, Daerah Istimewa Yogyakarta." Jurnal Geosains dan Teknologi 5, no. 3 (2022): 171–90. http://dx.doi.org/10.14710/jgt.5.3.2022.171-190.

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Batuan yang tersingkap di permukaan bumi umumnya dapat dimanfaatkan untuk kebutuhan konstruksi bangunan. Masyarakat Desa Candirejo, Kecamatan Semin, Kabupaten Gunungkidul, Daerah Istimewa Yogyakarta mengambil batu dengan cara sederhana yaitu penambangan tuf menggunakan pahat dan palu besi. Tujuan dari penelitian ini adalah untuk menganalisis kestabilan lereng tambang tuf akibat aktifitas penambangan oleh masyarakat sekitar sehingga dapat mengetahui nilai faktor keamanan lereng pada tambang tuf di Desa Candirejo. Metode yang diguanakan adalah Rock Mass Rating (RMR) dan Slope Mass Rating (SMR).

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Aruan, Immanuel Hareanto, Yuyun Yuniardi, Nur Khoirullah, and Raden Irvan Sophian. "PETA RAWAN LONGSOR DESA NANGGERANG, KECAMATAN SUKASARI, KABUPATEN SUMEDANG, JAWA BARAT MENGGUNAKAN ANALISIS KESTABILAN LERENG TIGA DIMENSI." Bulletin of Scientific Contribution 22, no. 2 (2024): 183–94. https://doi.org/10.24198/bsc.v22i2.55505.

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Pada tanggal 3 Februari 2024, terjadi longsor di Desa Nanggerang, Kecamatan Sukasari, Kabupaten Sumedang, Provinsi Jawa Barat. Longsor ini terjadi di lereng persawahan masyarakat setempat. Berangkat dari hal ini, dilakukan penelitian mengenai peta kerawanan longsor lereng lokal di Desa Nanggerang untuk memberikan informasi kepada masyarakat setempat mengenai potensi longsor yang ada. Penelitian dilakukan menggunakan analisis kestabilan lereng tiga dimensi (3D) dengan perangkat Rocscience Slide 3. Geometri lereng diidentifikasi menggunakan proses fotogrametri yang diakuisisi oleh pesawat nirawa

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Nurahma, Asti Puspita, Nurhakim Nurhakim, and Romla Noor Hakim. "Analisis kestabilan lereng desain Disposal WDNW Tutupan tahun 2018 pada PT Adaro Indonesia, Propinsi Kalimantan Selatan." Jurnal Himasapta 6, no. 3 (2022): 171. http://dx.doi.org/10.20527/jhs.v6i3.4681.

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Kestabilan lereng disposal menjadi hal yang sangat penting demi kelangsungan suatu pertambangan agar sesuai dengan yang direncanakan. Selain geometri lereng, karakteristik dari material timbunan mempengaruhi dari segi kekuatannya. Perluasan disposal akan menimbunan ex-settling pond dimana terbentuknya sedimentasi lumpur. Hal ini menjadi perhatian lebih karena menyangkut masalah keamanan dan keselamatan pekerja.Penelitian ini diawali dengan uji lapangan Standard Penetration Test (SPT) yang mana nilai tumbukan dimasukan ke dalam persamaan agar mendapat nilai kohesi tanah. Proses selanjutnya adal

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Wijayanto, Taufiq Muhammad, Wahyu Wilopo, I. Gede Budi Indrawan, and Sunarko. "Relationship between pit slope design and coal reserve estimation in Pit X, Muara Enim, South Sumatra Province." E3S Web of Conferences 200 (2020): 02021. http://dx.doi.org/10.1051/e3sconf/202020002021.

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Mine planning is an important part of mining activity. Improper mine plan will increase production costs, non-optimal extraction of mines and safety factors that do not meet the standard. One of the most important aspects before undertaking mine plan is determining the optimal slope design as a basis for making mine pits for coal extraction. This study aims to estimate the maximum reserves that can be taken from the mine pit by taking account of the safety factor of the pit slope design. The study was conducted using drill log data and rock engineering characteristics. Analysis of slope stabil

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Rohadi Budi Prasetyo, Slamet, Titis Tria Saputri, Indra Nurtjajaningtyas, and Paksitya Purnama Putra. "Analisa Rancangan Perkuatan Lereng Sungai Tipe Gravitasi." Journal of Comprehensive Science (JCS) 3, no. 11 (2024): 4977–88. https://doi.org/10.59188/jcs.v3i11.2717.

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The soil retaining wall is one of the reinforcements used to prevent landslides on the slope. Therefore, in planning, good analysis and calculation are needed to be able to bear the burden safely. At the research site, there is a slope of the plengsengan that has only been built for one month and has experienced a landslide. To prevent more severe landslides on this slope, it is necessary to design appropriate and effective slope reinforcement. The analysis of the use of the right type of reinforcement and its design will be carried out in this study in accordance with the requirements of SNI

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Solomon, Rubay, and Hakeem Nabil Al. "Stability Analysis of Partially Saturated Soil Slope by Random Limit Equilibrium Method." Disaster Advances 16, no. 8 (2023): 67–76. http://dx.doi.org/10.25303/1608da067076.

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Disregarding soil suction in computing the shear strength of unsaturated soils is widely used practice above the water table where the pore pressure is negative. Stability analysis was conducted using Rocscience Slide 2 software to evaluate matric suction contribution to the shear strength of the unsaturated soil in a slope in Hong Kong. The stability analysis resulted in a critical deterministic factor of safety for fully saturated soil and 1.2 when the matric suction is considered. Uncertainty in shear strength properties is considered by conducting multi scenarios probabilistic analysis. Lo

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Purba, Pranajaya, Romla Noor Noor Hakim, and Adip Mustofa. "Analisis kestabilan lereng low wall Pit UCE di PT Jorong Barutama Grestone." Jurnal Himasapta 7, no. 1 (2022): 33. http://dx.doi.org/10.20527/jhs.v7i1.5343.

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PT Jorong Barutama Greston merupakan salah satu perusahaan pertambangan batubara. Dalam menjalankan kegiatan operasi produksi, perusahaan menghadapi masalah mengenai kestabilan lereng pada area lereng low wall. Ketidakstabilan lereng ini berpotensi menimbulkan longsor yang akan memberikan dampak yang signifikan dalam kegiatan penambangan. Selain menghambat kegiatan produksi, longsor juga dapat sewaktu waktu menimbukan resiko kecelakaan pada pekerja. Kondisi lereng aktual dilapangan menunjukkan ketidakstabilan lereng dimana terbentuknya tension crack dan adanya pergerakan pada area lereng low w

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Rivadeneira Cedeño, José Gabriel, and Eduardo Ortiz Hernández. "Estabilización de laderas y protección ante los deslizamientos con túneles falsos: caso de estudio vía Alóag Santo Domingo." Revista Científica Arbitrada Multidisciplinaria PENTACIENCIAS 6, no. 4 (2024): 36–56. http://dx.doi.org/10.59169/pentaciencias.v6i4.1121.

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Los deslizamientos de tierra, provocados por la inestabilidad de taludes, son un problema recurrente en la carretera Alóag-Santo Domingo en Ecuador, causando significativas pérdidas humanas y materiales. Este estudio revisa las técnicas de estabilización de laderas mediante túneles falsos, enfocándose en su efectividad para mitigar deslizamientos en esta vía. El objetivo principal es analizar la efectividad de los túneles falsos en la estabilización de laderas y la protección contra deslizamientos. Se analizaron estudios geotécnicos detallados, incluyendo prospección geofísica mediante sísmica

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Astuti, Tri Puji, I. Gde Budi Indrawan, and Didit Hadi Barianto. "Stability Analysis of Cut Slope Using RMR and SMR." Applied Research on Civil Engineering and Environment (ARCEE) 3, no. 03 (2022): 135–49. http://dx.doi.org/10.32722/arcee.v3i03.4783.

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The Planjan - Tepus road is built on a slightly steep karst morphology, necessitating slope excavation works. Slope stability is one of the elements to consider, particularly in slope excavation work. The excavation depth of the slopes sampled in this research is up to 48 meters. It is critical to undertake slope stability analysis quickly, precisely, and safely. For rapidly examining slopes, empirical approaches such as Rock Mass Rating (RMR) and Slope Mass Rating (SMR) can be utilized. An examination of the limit equilibrium method was performed using Rocscience Slide v.6.0 software to assur

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Souza, Lucas Andrade e., Thiago Bomjardim Pôrto, Alberto de Sampaio Ferraz Jardim Sayão, Andréa Nascimento Vecci, and Guilherme Pereira Pinto. "Avaliação da estabilidade de uma barragem de rejeitos de mineração de ferro." Revista de Geociências do Nordeste 11, no. 1 (2025): 333–41. https://doi.org/10.21680/2447-3359.2025v11n1id32479.

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Na prática de engenharia, a avaliação da estabilidade de barragens é comumente feita de maneira determinística, com uso de Métodos de Equilíbrio Limite. Porém, os métodos probabilísticos vêm tendo aceitação crescente como ferramenta complementar de análise, para representar a condição real da variabilidade dos solos no campo. Assim, o artigo apresenta uma avaliação da estabilidade de uma barragem de rejeito alteada para montante, na região de mineração de ferro em Minas Gerais, Brasil. Na pesquisa, utilizou-se o programa comercial Slide 2D da empresa Rocscience. Os estudos de estabilidade adot

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Rafiuddin and Muhammad Chaidir Wahyuddin. "ANALISIS KESTABILAN LERENG LAHAN BEKAS TAMBANG BIJIH NIKEL DI WILAYAH TAMBANG X, KABUPATEN LUWU TIMUR SULAWESI SELATAN." Jurnal Teknik AMATA 5, no. 2 (2024): 40–45. https://doi.org/10.55334/jtam.v5i2.329.

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Analisis kestabilan lereng dilakukan pada wilayah bekas tambang bertujuan untuk mengetahui tingkat kestabilan lereng lahan bekas tambang tersebut dipastikan keamanannya. Serangkaian data yang diperlukan meliputi data topografi dan litologi dan data sifat fisik dan mekanik material lereng. Selanjutnya dilakukan perhitungan stabilitas lereng (faktor keamanan) menggunakan metode kesetimbangan batas dengan pendekatan metode Simplified Bishop melalui software Rocscience Slide. Dibuat 5 sayatan yang diharapkan dapat mewakili kondisi aktual pada lereng yang dikaji. Nilai faktor keamanan minimum yang

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Marcell Fandy, Patrick, Minar Julita Hutagalung, Frans Simbol Tambing, George Belly Sahetapy, and Herlina Sanggamele. "ANALYSIS OF LIMESTONE QUARRY SLOPE STABILITY, NIMBOKRANG DISTRICT, JAYAPURA REGENCY, PAPUA, INDONESIA." Jurnal Sains dan Teknologi 5, no. 3 (2024): 763–68. http://dx.doi.org/10.55338/saintek.v5i3.2375.

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Slope stability analysis generally uses the concept of factor of safety (FoS) value using several whole rock parameters. The slope stability analysis method that will be used in this research is the slope stability analysis method in open pit mines based on rock mass classification with the Rock Mass Rating (RMR) system and the Geological Strength Index (GSI) system and analyses the potential for landslides that can occur on slopes at that location with kinematics and limit equilibrium methods so that the type of landslide can be determined based on the intensity of the geological structure on

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Alyazahari, Lafridha, Luthfi Amri Wicaksono, and Dwi Nurtanto. "Perencanaan Perkuatan Lereng Menggunakan Geoframe di Jalan Raya Dampit-Lumajang." Bentang : Jurnal Teoritis dan Terapan Bidang Rekayasa Sipil 10, no. 1 (2022): 59–68. http://dx.doi.org/10.33558/bentang.v10i1.2933.

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A Landslide is the movement of soil mass or rock constituents down the slope due to disturbance of soil stability. One of the factors that affect soil stability is the rainy season as happened in Sumberwuluh Village, Candipuro District, Lumajang Regency. The alternative used to stabilize the slope is by changing the slope geometry, then adding geoframe reinforcement. This study aims to determine the value of the factor of safety (SF) of unreinforced slopes, after changing the slope geometry, and after being given geoframe reinforcement. The method used in analyzing slope stability is the Ordin

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Retongga, Nofrohu, Rio Bagas Saputa, Friska Agustin, et al. "Relationship of Rock Geomechanics and Coal Mine Slope Safety Factor in South Sumatra Region, Indonesia." Journal of Earth and Marine Technology (JEMT) 4, no. 1 (2023): 97–102. http://dx.doi.org/10.31284/j.jemt.2023.v4i1.4852.

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The research location is in the coal mine area South Sumatera region, Indonesia. This study aims to determine the geomechanics relationship of the rock which includes the physical properties of the rock: bulk density, and mechanical properties of the rock (shear strength), cohesion and internal shear angle to the safety factor of the coal mine slopes in the study area. Field research is carried out by observing and measuring directly in the field in the following ways: (a) Measuring slope azimuth, slope, dip direction and slope height and width using a measuring tape and geological compass. (b

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Harsiga, E., R. Pebrianto, A. A. Darmawan, and S. Hardianti. "PERENCANAAN DESIGN DISPOSAL MENGGUNAKAN SOFTWARE MINESCAPE 5.7 PADA PT BAU, SUMATERA SELATAN." Jurnal Pertambangan 6, no. 4 (2023): 184–89. http://dx.doi.org/10.36706/jp.v6i4.1259.

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Pada kegiatan pengupasan overburden, overburden yang telah dikupas kemudian diangkut ke tempat penimbunan yang disebut disposal, oleh karena itu diperlukan perencanaan design disposal. Tujuan penelitian ini adalah membuat rancangan design disposal dari tahun 2022 sampai tahun 2027 serta menganalisis faktor keamanan timbunannya. Proses rancangan menggunakan software minescape 5.7 berdasarkan data produksi yang telah dihitung sebelumnya dan nantinya data produksi akan menjadi acuan dalam pembuatan design disposal dengan kapasitas sebesar 13.600.000 BCM. Perencanaan design disposal dibagi menjadi

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Ibrahim, M. M., S. N. Jati, and A. F. H. Surbakti. "PARAMETER KONDISI AREA DISPOSAL SAAT UNIT ANGKUT DUMPING, JOBSITE KDC, KALIMANTAN TIMUR." Jurnal Pertambangan 6, no. 1 (2022): 19–24. http://dx.doi.org/10.36706/jp.v6i1.1000.

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Suatu kegiatan penambangan secara konvensional adalah pemindahan lapisan tanah penutup untuk mengeruk bahan galian tambang. Proses kegiatan tambang terbuka dilakukan penggalian material tanah penutup oleh alat gali muat dan alat angkut. Proses penggalian dan pemuatan material tanah penutup dilakukan oleh alat gali muat dan pengangkutan material tanah penutup ke disposal dilakukan oleh alat angkut. Disposal merupakan lokasi yang dirancang dan direncanakan untuk menampung material tanah penutup dari tambang. Pembuatan disposal harus dilakukan dengan parameter-parameter aman dan situasi keadaan d

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Amanda, R. R., E. Ibrahim, and S. Komar. "ANALISIS KESTABILAN LERENG HIGHWALL TERHADAP PENGARUH SESAR DI PIT SUBAN JERIJI SELATAN, PT BUKIT ASAM." Jurnal Pertambangan 7, no. 4 (2023): 175–81. http://dx.doi.org/10.36706/jp.v7i4.2090.

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Perusahaan Tambang Bukit Asam merupakan perusahaan yang bergerak dalam industri energi yang berbasis pertambangan batubara. PT Bukit Asam merupakan tambang batubara terbuka, dimana kegiatan produksi tambang terbuka selalu berkaitan dengan kestabilan lereng. Pit Suban Jeriji Selatan merupakan salah satu area tambang di PT Bukit Asam yang memiliki bidang diskontinuitas yang terletak di highwall. Adanya bidang diskontinuitas yang berupa rekahan atau patahan pada lereng dapat menyebabkan tingkat kestabilan menurun, terutama pada lereng yang sejajar dengan patahan. Hal tersebut dapat menjadikan ler

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Tolovkhan, Bauyrzhan, Assemgul Smagulova, Nurbol Khuangan, et al. "Studying rock mass jointing to provide bench stability while Northern Katpar deposit developing in Kazakhstan." Mining of Mineral Deposits 17, no. 2 (2023): 99–111. http://dx.doi.org/10.33271/mining17.02.099.

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Purpose is to identify the basic joint systems, their characteristics, distribution within the rock mass, and determine impact of the joints on the bench stability. Methods. The risks of strain emergence in the form of blocks sliding along weakness surfaces within the local areas were determined based upon the definition of rock stability loss. The results of large-scale measurements of jointing were processed using circular and bar diagrams as well as stereographic grids. In the context of the paper, kinematic analysis was implemented through Dips Rocscience Inc. Software. Findings. Five basi

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Dwi, A. N., M. Asof, and D. Purbasari. "ANALYSIS OF THE EFFECT GROUNDWATER LEVEL FLUCTUATION ON SLOPE STABILITY IN THE COAL MINING PLAN." Jurnal Pertambangan 8, no. 4 (2025): 166–74. https://doi.org/10.36706/jp.v8i4.2467.

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Based on geotechnical drilling activities carried out in the PT Battoman Coal mining plan area, it is known that the slope material is dominated by claystone. According to Chen (1975), claystone can be expansive when exposed to water, disrupting slope stability. The presence of the Sungai Putih tributary in the mining plan area can also affect slope stability. This research aims to analyze the influence of groundwater level fluctuations on slope stability in the PT Battoman Coal mining plan area based on actual conditions as a result of the research. Ground water level observations and measure

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Vivoda Prodan, Martina, and Željko Arbanas. "Analysis of the Possible Reactivation of the Krbavčići Landslide in Northern Istria, Croatia." Geosciences 10, no. 8 (2020): 294. http://dx.doi.org/10.3390/geosciences10080294.

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The Krbavčići landslide occurred in January 1979 near the town of Buzet, Croatia, after a long period of heavy rainfall. It is located in Northern Istria in the area built of flysch rock mass where numerous mass movements in the past and recent history have been recorded. A flysch rock mass is highly susceptible to weathering, which leads to material disintegration, changes in geotechnical properties, and shear strength decrease, finally resulting in instability processes in flysch slopes. This paper describes existing information about the Krbavčići landslide occurrence, laboratory testing of

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Enkhbold, Bilguun, Hajime Ikeda, Hisatoshi Toriya, and Tsuyoshi Adachi. "A Comprehensive Numerical Modeling Study for Parameter Optimization and Slope Stability Analysis in the Baganuur Lignite Coal Mine." Mining 3, no. 4 (2023): 755–72. http://dx.doi.org/10.3390/mining3040041.

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The “Baganuur” lignite coal mine is one of the biggest open cast mines in Mongolia. However, there is a huge challenge in managing the stability of its internal dump, which prevents the proper operation of the mine and has an impact on the economy. To solve the internal dump slope stability problem, this study focused on incorporating the inherent mechanical properties of the rock material to build numerical models of the internal dump. By applying two software programs from Rocscience (Phase2 and Slide) and four different methods, the finite element method, the Bishop method, the Janbu simpli

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Verma, Rahul, Angeline R. N. Nyamuzihwa, Thabo Lesetlhe, John Blick, and Malsawmtluanga . "Design optimisation of Jwaneng mine cut 9 waste dumps." Disaster Advances 18, no. 6 (2025): 65–73. https://doi.org/10.25303/186da065073.

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This study includes a detailed review of the Jwaneng Diamond Mine waste dumps using a recent comprehensive rock waste, stockpiles and tailings stability assessment method called Waste Dump Stability Rating and Hazard Classification System (WSRHC), a finite element method-based program called RS2 and a limit equilibrium program called SLIDE both from Rocscience Inc. They prove to be more hazardous as the dumps are growing in size and are getting affected by major mine developments like Cut 9 pushback which is advancing to the place where most of the old waste dumps are located. The stability st

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Kril, T. V., and A. O. Streltsov. "IDENTIFICATION OF LANDSLIDE HAZARD BOUNDARIES OF THE DNIPRO SLOPE NEAR MYKILSKA BRAMA, KYIV." Geological Journal, no. 1 (March 31, 2025): 44–55. https://doi.org/10.30836/igs.1025-6814.2025.1.322779.

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For the first time, the landslide hazard boundaries for the Dnipro slopes near Mykilska Brama have been scientifically substantiated and established, both for current and forecast conditions, based on the position of the slip surface. The study was conducted using a risk analysis of landslide activation, considering additional soil moisture as a result of the impact of anomalous meteorological and technogenic factors. The position of the slip surfaces was supported by the normative safety factor. Their delineation was carried out based on mathematical modeling for three profiles on the slope u

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Artem, Pavlychenko, Adamchuk Andrii, Shustov Oleksandr, and Anisimov Oleh. "JUSTIFICATION OF DUMP PARAMETERS IN CONDITIONS OF HIGH WATER SATURATION OF SOILS." TECHNOLOGY AUDIT AND PRODUCTION RESERVES 6, no. 3(56) (2020): 22–26. https://doi.org/10.15587/2706-5448.2020.218139.

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<em>The object of research is the stability parameters of the massif of a single-tier dump of soft overburden rocks with a flooded slope when it is formed by a dragline excavator. One of the most problematic areas is determining the safe distance of the dragline excavator from the upper edge of the slope in the conditions of the formation of a single-tier dump of soft overburden rocks, flooded with water.</em> <em>The calculation of the width of the prism of possible shift was carried out using the Rocscience Slide software, which, taking into account the parameters of the slope and the physic

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Nata, Refky Adi, Gaofeng Ren, Yongxiang Ge, et al. "Designing Stable Rock Slopes in Open-Pit Mines: A Case Study of Andesite Mining at Anugerah Berkah Sejahtera." Sustainability 17, no. 13 (2025): 5711. https://doi.org/10.3390/su17135711.

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Landslide prevention is crucial, particularly for protecting roads and infrastructure in rock landslide-prone areas. This global issue has garnered significant attention from researchers worldwide. This study addresses landslide prevention by modeling the factor of safety (FoS) for slope stability through the Geological Strength Index (GSI), limit equilibrium method (LEM), and finite element method (FEM). A GSI analysis was conducted using RocLab software version 1.0, and slope modeling was performed using RocScience SLIDE version 6.0 and RS2 version 11. The results revealed various cohesion a

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Kone, Sidiki, Youssouf Berthé, Dasso Yollande Traoré, and Rayane El Ghastalany. "Analysis by Numerical Simulation of the Geotechnical Behavior of mining Slopes under the Influence of the Variations of the Geometric and Mechanical Parameters of the Bench using RocScience (Slide Module Version 6.020): Case of an Open-Pit Mine." Journal of Geoscience and Environment Protection 13, no. 02 (2025): 275–98. https://doi.org/10.4236/gep.2025.132017.

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Nata, Refky Adi, Gaofeng Ren, Yongxiang Ge, et al. "The Role of LEM in Mine Slope Safety: A Pre- and Post-Blast Perspective." Safety 10, no. 4 (2024): 101. https://doi.org/10.3390/safety10040101.

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Slopes are formed as a result of mining operations. These slopes are classified as artificial slopes. Improper planning of slopes can lead to instability and potentially trigger landslides. PT. Allied Indo Coal Jaya employs the open-pit mining method in its coal mining operations. Slopes are naturally formed in open-pit mines. Additionally, PT. Allied Indo Coal Jaya utilizes blasting for rock demolition. Therefore, it is crucial to assess the impact of blasting activities on slope stability. This study investigates the influence of blasting on slope stability in coal mines using the limit equi

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Sabrina Salma AP, Yudhistira Galih Pratama, and Agus Amirudin. "Analysis of slope stability using Spancer and Morgenstren - price methods at Lowwall Pit 81 W Pt Antareja Mahada Makmur Jobsite Perkasa Inakakerta." World Journal of Advanced Research and Reviews 24, no. 3 (2024): 2955–59. https://doi.org/10.30574/wjarr.2024.24.3.4016.

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Background : Stability slope is aspect critical in operation mining coal, specifically method mine open. Research This analyze stability slope in the mine rock coal Bengalon, East Kalimantan, with evaluate geometry slope, properties Mechanic rocks, and apply analysis probability for take into account uncertainty of input parameters. Referring to the Decree of the Minister of Energy and Mineral Resources No. 1827 K/30/MEM/2018 concerning Guidelines Implementation Good Mining Engineering Principles, research This covers measurement geometry slope, testing laboratory characteristic Mechanic rocks

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Sabrina, Salma AP, Galih Pratama Yudhistira, and Amirudin Agus. "Analysis of slope stability using Spancer and Morgenstren - price methods at Lowwall Pit 81 W Pt Antareja Mahada Makmur Jobsite Perkasa Inakakerta." World Journal of Advanced Research and Reviews 24, no. 3 (2024): 2955–59. https://doi.org/10.5281/zenodo.15259348.

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<strong>Background </strong>: Stability slope is aspect critical in operation mining coal, specifically method mine open. Research This analyze stability slope in the mine rock coal Bengalon, East Kalimantan, with evaluate geometry slope, properties Mechanic rocks, and apply analysis probability for take into account uncertainty of input parameters. Referring to the Decree of the Minister of Energy and Mineral Resources No. 1827 K/30/MEM/2018 concerning Guidelines Implementation Good Mining Engineering Principles, research This covers measurement geometry slope, testing laboratory charact

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Florea, Adrian, and Ciprian Danciu. "Geological Models and Stability Analysis." Mining Revue 30, s1 (2024): 10–16. https://doi.org/10.2478/minrv-2024-0035.

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Abstract Geological models are built to serve various purposes (e.g. reserve evaluation, rock stability analysis, etc.). Several software packages dedicated to geological modeling and rock stability analysis are currently available. The paper presents the workflow for rock stability analysis performed with Slide3 software from Rocscience. An important step is to build the 3D geological model both from the perspective of geometry and rock properties. Doing this in Slide3 is not an easy task and for this reason, we turned to GEOVIA Surpac. The steps were exemplified for the northern area of the

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Akbar, Fadhilla, Budi Sulistianto, and Tri Karian. "ANALISIS 3 DIMENSI KESTABILAN LERENG AKIBAT AKTIVITAS PELEDAKAN PADA TEROWONGAN." Jurnal GEOSAPTA 9, no. 1 (2023): 1. http://dx.doi.org/10.20527/jg.v9i1.12912.

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Aktivitas pemberaian batuan menggunakan peledakan pada penggalian terowongan dapat menghasilkan getaran yang akan berpengaruh terhadap lingkungan. Tidak hanya berpengaruh pada terowongan itu sendiri, tetapi juga pada permukaan di atas terowongan tersebut. Penelitian ini dilakukan untuk mencoba menganalisis kestabilan lereng permukaan akibat aktivitas peledakan dalam terowongan. Analisis ini dibantu dengan perangkat lunak dari Rocscience yaitu Slide3, Slide2, dan RS2 untuk memperoleh nilai faktor keamanan dan nilai perpindahan sekitar lereng pemukiman warga yang berada di atas terowongan. Penga

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KOTAIAH, DHARAVATH. "An Analysis of Slope Failure Using Numerical Modelling." INTERANTIONAL JOURNAL OF SCIENTIFIC RESEARCH IN ENGINEERING AND MANAGEMENT 09, no. 03 (2025): 1–9. https://doi.org/10.55041/ijsrem43204.

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In the mining industry, slopes are formed after the extraction of minerals from the deposits using opencast mining. But often, these slopes fail to cause damage to machinery and sometimes even lead to fatal incidents. To avoid such accidents caused by slope failure, the slopes need to be designed with optimal geometry. The purpose of this paper is to analyze the effects of bench height and bench angle on the factor of safety of the slope and observe how the stability of the slope is affected by the varying geometry of the slope. Keywords: Slope Failure - Bench Height – Bench Angle- FOS - Slide

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Pathak, Bhashkar. "Analysis of Maximum Economic Length of Soil Nail for Slope Stability." Journal of Earth and Marine Technology (JEMT) 4, no. 1 (2023): 10–17. http://dx.doi.org/10.31284/j.jemt.2023.v4i1.4819.

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Slope stability is of utmost importance in geotechnical engineering, necessitating effective reinforcement methods to mitigate failures. This study examined the advantages, limitations, and overall suitability of soil nails and cable anchors in stabilizing slopes. Numerical modeling and analysis were performed using the Rocscience Slide2 program. The study analyzed soil nails and cable anchors for slopes of 10 m to 60 m height, slope angle from 35° to 90°, and friction angle from 27° to 36°. The findings reveal that the maximum economic length of soil nails decreases as slip surface depth, slo

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Nagy-Göde, Fruzsina Kápolnainé, and Ákos Török. "Rainfall-Induced or Lake-Water-Level-Controlled Landslide? An Example from the Steep Slopes of Lake Balaton, Hungary." Water 14, no. 7 (2022): 1169. http://dx.doi.org/10.3390/w14071169.

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The present paper provides a case study and an overview of the stability of high banks bordering the eastern basin of the largest central European lake, Lake Balaton, in Hungary. External factors such as rain, lake-water level, or pore water pressure are considered in the stability analysis. The slope stability was assessed using two software with different approximations and calculation methods. The results of the models using Plaxis and Rocscience Slide2 are compared. One of the major identified failure scenarios is the deep-seating rotational landslides that are triggered by rain and elevat

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Pereira, Fernanda Cristina, Flavia Laís Dias Oliveira, Laís Emily de Assis, and Tatiana Barreto dos Santos. "Three-dimensional stability analysis of an urban slope located in João Monlevade, Brazil." Research, Society and Development 8, no. 11 (2019): e168111449. http://dx.doi.org/10.33448/rsd-v8i11.1449.

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Geotechnical stability analysis of slopes is an important tool for decision making in civil projects. Use of three-dimensional software for analysis of soil slope stability has increased in recent years. Rocscience Inc. created Slide3 software in 2017. Slide3 is a software that allows geotechnical engineers to calculate the factor of safety of complex 3D slope stability geometries that 2D models cannot fully simulate. In this context, this paper presents a three-dimensional stability analysis of a slope located in an urban area at city of João Monlevade, Minas Gerais, Brazil. The slope was sel

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Azmoon, Behnam, Aynaz Biniyaz, and Zhen (Leo) Liu. "Evaluation of Deep Learning against Conventional Limit Equilibrium Methods for Slope Stability Analysis." Applied Sciences 11, no. 13 (2021): 6060. http://dx.doi.org/10.3390/app11136060.

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This paper presents a comparison study between methods of deep learning as a new category of slope stability analysis, built upon the recent advances in artificial intelligence and conventional limit equilibrium analysis methods. For this purpose, computer code was developed to calculate the factor of safety (FS) using four limit equilibrium methods: Bishop’s simplified method, the Fellenius method, Janbu’s simplified method, and Janbu’s corrected method. The code was verified against Slide2 in RocScience. Subsequently, the average FS values were used to approximate the “true” FS of the slopes

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Adajar, Mary Ann, Miller Cutora, Shayne Jostein Bolima, Kyle Johnson Chua, Irwyn Ainsley Isidro, and John Vincent Ramos. "Strength Performance of Nonwoven Coir Geotextiles as an Alternative Material for Slope Stabilization." Applied Sciences 13, no. 13 (2023): 7590. http://dx.doi.org/10.3390/app13137590.

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Slope stability is one of the crucial factors to consider in every civil engineering project. One widely used method to stabilize slope is the use of polymeric products called geosynthetics. Natural fiber geosynthetics used for geotechnical applications have attracted attention because of their environmental and economic benefits. Coir fibers made into nonwoven geotextiles are utilized in this study as an alternative material for slope stabilization. One drawback of coir fiber geotextiles is their low tensile strength and limited life span due to their susceptibility to environmental factors.

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Santos, Alessandro Fidelis dos, Thiago Bomjardim Porto, and Thiago Cruz Bretas. "Análise numérica bidimensional e tridimensional de estabilidade de talude de grande altura em mina a céu aberto." Revista de Geociências do Nordeste 11, no. 1 (2025): 314–32. https://doi.org/10.21680/2447-3359.2025v11n1id32377.

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As análises de estabilidade de talude mais comumente utilizadas na prática da engenharia geotécnica são em duas dimensões. Porém, a avaliação em três dimensões tende a ser mais rigorosa, e mais justificável para representar a condição real de geometria da massa do terreno instável. Assim os avanços na teoria da análise de estabilidade tridimensional, o aumento do poder de processamento dos computadores pessoais e o desenvolvimento de pacotes de software mais robustos, tem permitido que os engenheiros, projetistas e pesquisadores apresentassem estas análises de maneira mais assertiva e pragmáti

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Halim, Noor, Zbigniew Lechowicz, and Mirosław Lipiński. "Seepage analysis of the Mamak Dam, Indonesia: a case study." Acta Scientiarum Polonorum. Architectura 23 (October 31, 2024). https://doi.org/10.22630/aspa.2024.23.30.

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In general, the current performance evaluation of the Mamak Dam falls into the “fairly good” category, even in the aftermath of the earthquake event with a magnitude of 6.5 Mw in 2018. However, the presence of leakage on the downstream slope has become an issue that requires attention. This study analyses seepage using GeoStudio and Slide Rocscience software. The seepage rates obtained from instrument readings exceed those calculated by the GeoStudio and Slide Rocscience software. All the obtained seepage rate results do not surpass the maximum allowable seepage rate requirements. The most cri

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Dzoba, M., and O. Frolov. "Study of the influence of the slope angle of the working ledge of quartz sands on the coefficient of its stability." Collection of Research Papers of the National Mining University, March 2024, 51–62. http://dx.doi.org/10.33271/crpnmu/76.051.

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Purpose. The purpose of the research presented in this scientific publication is to establish the regularity of the influence of the slope angle of the working ledge of quartz sands on the coefficient of its stability in the conditions of the Sykhivske field. The methods. A comprehensive methodological approach was applied, consisting of an analysis of past research results on determining the parameters of stability of slopes, the use of comparative analysis of our data, and a graphical analytical method for establishing the relationship between the stability coefficient of the ledge and the a

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