Gotowe bibliografie tematyczne / Large scale open pit slope

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Gotowa bibliografia na temat „Large scale open pit slope”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 2 lutego 2022

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Artykuły w czasopismach na temat "Large scale open pit slope"

Bazarnik, Miroslawa. "Slope stability monitoring in open pit mines using 3D terrestrial laser scanning." E3S Web of Conferences 66 (2018): 01020. http://dx.doi.org/10.1051/e3sconf/20186601020.

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In open pit mines the aspect of preventing and forecasting the threat of landslides and rock falls is crucial issue because of the significant consequences that instabilities may have. Systematic slope stability monitoring is necessary to ensure safe and continuous mining operations. The development of innovative technologies, such as 3D laser scanning, opens up new possibilities, especially in the case of large and hard-to-reach areas, such as open pit mines. Terrestrial laser scanners (TLS) provide fast, efficient, detailed, and accurate three-dimensional data. The article discusses the use

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Azzuhry, Yahdi. "STABILITY ANALYSIS AND FAILURE MECHANISMS OF OPEN PIT ROCK SLOPE." Journal of the Civil Engineering Forum 2, no. 3 (August 16, 2017): 255. http://dx.doi.org/10.22146/jcef.26589.

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Rock mass in nature tend to be unideal, for it is heterogeneous, anisotropic and has discontinuity. The discontinuity makes anisotropic strength and stress in the rock mass, and also controls the changing of the elastic properties of rock mass. This condition results to disruptions in the rock mass strength balance, and finally drives the slopes to collapse. This study aims to determine the slope failure mechanisms in the area of case study, as well as its variations based on the Rock Mass Rating (RMR), Geological Strength Index (GSI), Slope Mass Rating (SMR), kinematic analysis, numerical ana

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Wang, Shuhong, Chengjin Zhu, Pengyu Wang, and Zishan Zhang. "Stability Analysis of Slope with Multiple Sliding Surfaces Based on Dynamic Strength-Reduction DDA Method." Advances in Civil Engineering 2019 (November 11, 2019): 1–12. http://dx.doi.org/10.1155/2019/2183732.

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The present study aims to elucidate the problem of a rock mass structural plane with a range of damage degrees and the numerical model selection for analysis of a slope with multiple sliding surfaces. Based on the relative displacement between blocks, the dynamic strength reduction-discontinuous deformation analysis (hereinafter referred to as DSR-DDA) method is proposed for studying slopes with multiple sliding surfaces. The slope-slider classic case was used to test the displacement threshold. The model was applied to the stability analysis of multiple sliding surfaces of a high rock slope i

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Cała, Marek, Katarzyna Cyran, Joanna Jakóbczyk, and Michał Kowalski. "The Challenges of Open-Pit Mining in the Vicinity of the Salt Dome (Bełchatów Lignite Deposit, Poland)." Energies 13, no. 8 (April 14, 2020): 1913. http://dx.doi.org/10.3390/en13081913.

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The extraction of the Bełchatów lignite deposit located in the vicinity of the Dębina salt dome requires careful planning that considers the influence of mining projects on the slope and salt dome stability conditions. The instability problem is directly related to horizontal and vertical displacement, as well as the complex geological and mining conditions. These conditions are very unique with regard to the co-occurrence of the salt dome and lignite deposits in the same area, as well as the large scale of the pit wall slope. Thus, predicting rock mass behavior and ensuring the safety of mini

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Tao, Zhigang, Kuiming Liu, Xuebin Cui, Xiaobing Qiao, and Xiaoming Sun. "Infrared Temperature Law and Deformation Monitoring of Layered Bedding Rock Slope under Static Load." Advances in Civil Engineering 2020 (December 19, 2020): 1–16. http://dx.doi.org/10.1155/2020/8818278.

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China is a mountainous and hilly country with frequent large-scale landslides with complicated mechanisms and serious damage. The layered rock slopes have the worst stability, undergo the most serious damage, and have been rarely investigated due to limitations of measurement methods and instruments. Taking the Nanfen open-pit iron mine as an example, a physical large-model similarity ratio test system is used to simulate the landslide remote monitoring process. The development of the sliding surface, stress-strain characteristics, and infrared law of the bedded rock slope are analyzed. Result

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Chunuev, I. K., Yu M. Levkin, and Zh Bolotbekov. "Determination of bench, dump and road sliding wedge technological parameters." Gornye nauki i tekhnologii = Mining Science and Technology (Russia) 6, no. 1 (April 6, 2021): 31–41. http://dx.doi.org/10.17073/2500-0632-2021-1-31-41.

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Mine surveying in mining operations is of particular importance, since all technological processes of the full life cycle of a mining enterprise and, ultimately, its competitiveness depend on the surveying quality, efficiency and reliability. Organizations independently determine the structure of mine surveying services, taking into account the methods applied and the scale of mining. To ensure safe open-pit mining of minerals, it is necessary to permanently assess and monitor the pit bench and wall rock mass condition. Misjudgement of rock physical and mechanical properties, non-observance of

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Long, Nguyen, Le Thi Thu Ha, Tong Si Son, and Kim Thi Thu Huong. "UAV PHOTOGRAMMETRY-BASED FOR OPEN PIT COAL MINE LARGE SCALE MAPPING, CASE STUDIES IN CAM PHA CITY, VIETNAM." Sustainable Development of Mountain Territories 12, no. 4 (December 30, 2020): 501–9. http://dx.doi.org/10.21177/1998-4502-2020-12-4-501-509.

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The use of lightweight Unmanned Aerial Vehicle with the aerial photogrammetry approach to construct the Digital Surface Model (DSM) has been effectively applied for various types of topography. However, the ability to carry out this approach for huge active open coal mines is insufficiently investigated, furthermore, the influences of topographical factors on the accuracy of DSM are ambiguous. This experiment attempts to apply the UAV method for the two active coal mines with the total area of 7.99 km2 , exploited at a range from -300 m to 300 m altitude to figure out the effect of topographic

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Yang, Guoxiang, Anthony K. Leung, Nengxiong Xu, Kunxiang Zhang, and Kunpeng Gao. "Three-Dimensional Physical and Numerical Modelling of Fracturing and Deformation Behaviour of Mining-Induced Rock Slopes." Applied Sciences 9, no. 7 (March 31, 2019): 1360. http://dx.doi.org/10.3390/app9071360.

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Fracturing behaviour of jointed rock mass subjected to mining can significantly affect the stability of the rock structures and rock slopes. Ore mining within an open-pit final slope would lead to large-scale strata and surface movement of the rock slope. Rock mass structure, or more specifically, the strength, spacing and distribution of rock joints, are the controlling factors that govern the failure and deformation mechanisms of the final slope. Two-dimensional (2-D) physical modelling tests have been conducted in the literature, but in general, most of them have simplified the geological c

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Wang, Zhenwei, Gaofeng Song, and Kuo Ding. "Study on the Ground Movement in an Open-Pit Mine in the Case of Combined Surface and Underground Mining." Advances in Materials Science and Engineering 2020 (June 9, 2020): 1–13. http://dx.doi.org/10.1155/2020/8728653.

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The combined surface and underground mining method is typically used in an open-pit mine for better production and profits. However, the improved scale of mining operations at the combined mining conditions results in even more intensive strata movement and massive ground damages. This paper assesses the progressive development of the characteristics of roof movement with the longwall face advance and its influence on the ground movement at the slope area using physical models. The identification of strata zones at the combined mining conditions is also included. The results show the following

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Huang, Gang-Hai, Yu-Yong Jiao, Xiu-Li Zhang, Amoussou-Coffi Adoko, and Shu-Cai Li. "Generating Irregular Models for 3D Spherical-Particle-Based Numerical Methods." Journal of Applied Mathematics 2013 (2013): 1–7. http://dx.doi.org/10.1155/2013/302680.

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The realistic representation of an irregular geological body is essential to the construction of a particle simulation model. A three-dimensional (3D) sphere generator for an irregular model (SGIM), which is based on the platform of Microsoft Foundation Classes (MFC) in VC++, is developed to accurately simulate the inherent discontinuities in geological bodies. OpenGL is employed to visualize the modeling in the SGIM. Three key functions, namely, the basic-model-setup function, the excavating function, and the cutting function, are implemented. An open-pit slope is simulated using the proposed

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Rozprawy doktorskie na temat "Large scale open pit slope"

Franz, Juergen Mining Engineering Faculty of Engineering UNSW. "An investigation of combined failure mechanisms in large scale open pit slopes." Publisher:University of New South Wales. Mining Engineering, 2009. http://handle.unsw.edu.au/1959.4/43368.

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Failure mechanisms in large scale open pit slopes are more complex than could be considered through conventional slope design methods. Pit slope behaviour must be predicted accurately, because for very deep open pits, a small change of slope angle can have serious technical and economic consequences. Failure of hard rock slopes often involves both failure along naturally existing weakness planes and failure of intact rock. Without an advanced understanding of combined rock slope failure mechanisms, the validity of commonly applied methods of large scale slope analysis is questionable. The prob

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Puell, Ortiz Jorge. "Methodology for a dump design optimization in large-scale open pit mines." TAYLOR & FRANCIS AS, 2017. http://hdl.handle.net/10150/626612.

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Modern large-scale open pit mines move hundreds of thousands of tonnes of material daily, from the loading sources to the destination zones, whether these are massive mine dumps or, to a lesser extent, to the grinding mills. Mine dumps can be classified as leach or waste dumps, depending upon their economic viability to be processed in-place, a condition that has experienced great progress in the last decades and has reconfigured the open pit haulage network with an increase in the number of dumps. Therefore, new methods for dump design optimization are of the highest priority in mine planning

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Cizek, Petr. "Visualising the industrial north : exploring new ways to engage and inform the public on the physical footprint and scale of very large resource extraction projects such as the Alberta tar sands open pit mines and associated pipelines." Thesis, University of British Columbia, 2014. http://hdl.handle.net/2429/50166.

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Using the Alberta tar sands open pit mines and associated pipelines as a case study, the effectiveness of maps and landscape visualisation displayed within virtual globes in informing public perception of large-scale landscape disturbance and associated impacts is evaluated. While controversy swirls around the tar sands, this proposed “gigaproject” has never been assessed, mapped, or visualised in its totality. Comprehensive mapping and landscape visualisation of this “gigaproject” may be essential for the public and practitioners to understand, debate, and discuss the full scope and scale of

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Książki na temat "Large scale open pit slope"

Read, John, and Peter Stacey. Guidelines for Open Pit Slope Design. CSIRO Publishing, 2009. http://dx.doi.org/10.1071/9780643101104.

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Guidelines for Open Pit Slope Design is a comprehensive account of the open pit slope design process. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on rock slope stability in open pit mines, this book provides an up-to-date compendium of knowledge of the slope design processes that should be followed and the tools that are available to aid slope design practitioners. This book links innovative mining geomechanics research into the strength of closely jointed rock masses with the most recent advances in numerical model

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Martin, Derek, and Peter Stacey, eds. Guidelines for Open Pit Slope Design in Weak Rocks. CSIRO Publishing, 2018. http://dx.doi.org/10.1071/9781486303489.

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Weak rocks encountered in open pit mines cover a wide variety of materials, with properties ranging between soil and rock. As such, they can provide a significant challenge for the slope designer. For these materials, the mass strength can be the primary control in the design of the pit slopes, although structures can also play an important role. Because of the typically weak nature of the materials, groundwater and surface water can also have a controlling influence on stability. Guidelines for Open Pit Slope Design in Weak Rocks is a companion to Guidelines for Open Pit Slope Design, w

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Beale, Geoff, and John Read, eds. Guidelines for Evaluating Water in Pit Slope Stability. CSIRO Publishing, 2014. http://dx.doi.org/10.1071/9780643108363.

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Guidelines for Evaluating Water in Pit Slope Stability is a comprehensive account of the hydrogeological procedures that should be followed when performing open pit slope stability design studies. Created as an outcome of the Large Open Pit (LOP) project, an international research and technology transfer project on the stability of rock slopes in open pit mines, this book expands on the hydrogeological model chapter in the LOP project's previous book Guidelines for Open Pit Slope Design (Read & Stacey, 2009; CSIRO PUBLISHING). The book comprises six sections which outline the latest

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Sharon, Robert, and Erik Eberhardt, eds. Guidelines for Slope Performance Monitoring. CSIRO Publishing, 2020. http://dx.doi.org/10.1071/9781486311002.

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Although most mining companies utilise systems for slope monitoring, experience indicates that mining operations continue to be surprised by the occurrence of adverse geotechnical events. A comprehensive and robust performance monitoring system is an essential component of slope management in an open pit mining operation. The development of such a system requires considerable expertise to ensure the monitoring system is effective and reliable. Written by instrumentation experts and geotechnical practitioners, Guidelines for Slope Performance Monitoring is an initiative of the Large Open

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Części książek na temat "Large scale open pit slope"

Li, Y., E. Topal, and S. Ramazan. "Optimising the Long Term Mine Landform Progression and Truck Hour Schedule in a Large Scale Open Pit Mine Using Mixed Integer Programming." In Advances in Applied Strategic Mine Planning, 669–86. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-69320-0_39.

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Franz, J., and Y. Cai. "Investigation of slope failure mechanisms caused by discontinuous large scale geological structures at the Cadia Hill Open Pit." In Landslides and Engineered Slopes. From the Past to the Future, 1165–71. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885284-c153.

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"Investigation of slope failure mechanisms caused by discontinuous large scale geological structures at the Cadia Hill Open Pit." In Landslides and Engineered Slopes. From the Past to the Future, Two Volumes + CD-ROM, 1209–16. CRC Press, 2008. http://dx.doi.org/10.1201/9780203885284-163.

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H. Altiti, Awwad, Rami O. Alrawashdeh, and Hani M. Alnawafleh. "Open Pit Mining." In Mining Techniques - Past, Present and Future. IntechOpen, 2021. http://dx.doi.org/10.5772/intechopen.92208.

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Open pit mining method is one of the surface mining methods that has a traditional cone-shaped excavation and is usually employed to exploit a near-surface, nonselective and low-grade zones deposits. It often results in high productivity and requires large capital investments, low operating costs, and good safety conditions. The main topics that will be discussed in this chapter will include an introduction into the general features of open pit mining, ore body characteristics and configurations, stripping ratios and stripping overburden methods, mine elements and parameters, open pit operation cycle, pit slope angle, stability of mine slopes, types of highwall failures, mine closure and reclamation, and different variants of surface mining methods including opencast mining, mountainous mining, and artisan mining.

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González-Nicieza, C., M. Álvarez-Fernández, O. Mora, and E. Amor-Herrera. "Back analysis and radar interferometry monitoring in a large open pit slope." In Rock Engineering and Rock Mechanics: Structures in and on Rock Masses, 925–30. CRC Press, 2014. http://dx.doi.org/10.1201/b16955-159.

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Ulusay, R., Ö. Aydan, and A. Ersen. "Assessment of a complex large slope failure at Kışlaköy open pit mine, Turkey." In 2019 Rock Dynamics Summit, 45–52. CRC Press, 2019. http://dx.doi.org/10.1201/9780429327933-6.

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Lai, Xingping, Pengfei Shan, Jiantao Cao, Hailong Zhu, and Feng Cui. "Large-three-dimensional physical simulation experiments on a high and steep slope stability of open-pit mines." In Rock Characterisation, Modelling and Engineering Design Methods, 425–30. CRC Press, 2013. http://dx.doi.org/10.1201/b14917-76.

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Severin, J., E. Eberhardt, L. Leoni, and S. Fortin. "Use of ground-based synthetic aperture radar to investigate the complex 3-D kinematics of a large open pit slope." In Harmonising Rock Engineering and the Environment, 1991–96. CRC Press, 2011. http://dx.doi.org/10.1201/b11646-379.

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Mitchell, William A., and Burt P. Kotler. "Species Diversity, Environmental Heterogeneity, and Species Interactions." In Biodiversity in Drylands. Oxford University Press, 2005. http://dx.doi.org/10.1093/oso/9780195139853.003.0009.

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Despite their apparent simplicity, arid environments can be quite heterogeneous. From small-scale variation in substrate and slope to large-scale geographic variation in solar input and productivity, drylands and deserts provide organisms with a tremendous range of ecological challenges (Schmidt-Nielsen 1964, Huggett 1995). Any single species is unable to meet all of these challenges equally well. A species will do better in some environments than others because evolution in heterogeneous environments is constrained by fitness tradeoffs. Such tradeoffs prevent the evolution of a versatile species, competitively superior to all other species across the entire spectrum of heterogeneity (Rosenzweig 1987). Although fitness tradeoffs may hinder species’ evolution in heterogeneous environments, they are a blessing for biodiversity. The source of biodiversity that we address in this chapter is the interplay of heterogeneity, tradeoffs, and density dependence. While we focus on species interactions at the local scale, our presentation includes a model that predicts changes in local diversity as a function of climate. The model’s predictions are based on changes in the nature of competition wrought by changes in productivity levels and climatic regimes. Cast in terms of evolutionary stable strategies (ESSs), the predictions refer to evolutionary as well as ecological patterns. A mechanism of coexistence consists of an axis of environmental heterogeneity together with an axis that indicates a tradeoff in the abilities of species to exploit different parts of the axis. In the absence of some kind of heterogeneity, there is only one environmental type, and whatever species is best adapted to it will competitively exclude others. In the absence of a tradeoff, one species could evolve competitive superiority over the full range of heterogeneity, again resulting in a monomorphic community. Consider some examples of mechanisms of species’ coexistence from dryland communities (Kotler and Brown 1988, Brown et al. 1994). For many taxa, spatial heterogeneity in predation risk is a consequence of the pattern of bushy and open areas common in drylands. In certain rodent communities, some species are able to exploit the relatively riskier open microhabitats by virtue of antipredator morphologies (Kotler 1984).

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Tammemagi, Hans. "Case Histories." In The Waste Crisis. Oxford University Press, 2000. http://dx.doi.org/10.1093/oso/9780195128987.003.0014.

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Theory is fine, but practical experience is the heart of real learning. This chapter provides—as much as a book can—some real-life experience through seven case histories of how wastes are managed. The case histories describe a state-of-the-art materials recycling facility, five waste disposal facilities in three different countries (the United States, Canada, and Sweden), and a large mass-burn incinerator. Choosing which of the many thousands of landfills in existence to include was a difficult task. Three municipal solid waste landfills are described. The first, Fresh Kills landfill in New York City, was constructed in 1948 and represents older landfill technology. The second, a new landfill in East Carbon County, Utah, was built in 1992 and incorporates the latest engineered barriers and features of a modern landfill. The third is being developed in a large, abandoned open-pit mine in California. In addition, we discuss a landfill and treatment center for hazardous waste, located in Swan Hills, Alberta. A unique Swedish facility for disposing radioactive wastes rounds out the suite of landfill case histories; this facility takes a very innovative approach to waste disposal and is included to provide a different perspective on this topic. Materials recovery facilities (MRFs) are the vital heart of modern integrated municipal waste management systems. Without MRFs, recycling on any practical scale would not be possible; it is here that recyclable materials are collected and made ready for sale to secondary markets. One of the most innovative recycle centers in North America has recently been constructed in the city of Guelph in southern Ontario (Guelph, n,d.). It offers good insight into what can be achieved through recycling, and the equipment that is involved. The city of Guelph, with a population of 95,000, is situated about 60 kilometers west of Toronto. In the mid-1980s, the city began studying ways to reduce the amount of waste being placed in its landfill. These studies received a major impetus in 1991, when the province of Ontario developed a waste reduction plan that required municipalities to reduce the amount of garbage being placed in landfills by 50% by the year 2000. A number of pilot studies were conducted before the present approach was selected.

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Streszczenia konferencji na temat "Large scale open pit slope"

Kennedy, Greg, and Davide Casagrande. "Evolution and management of large-scale instability: a case study from Ok Tedi." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_13.

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Linero-Molina, Sandra, Carolina Palma, and Reinaldo Apablaza. "Geotechnical Characterisation of Waste Material in Very High Dumps with Large Scale Triaxial Testing." In 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2007. http://dx.doi.org/10.36487/acg_repo/708_2.

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Watton, James, and Mark Fowler. "Slope performance monitoring and management of a pit wall experiencing large-scale deformations near Kalgoorlie, Western Australia." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_58.

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Fietze, Carl, Ashley Creighton, Luiz Castro, and Reginald Hammah. "Pit slope design in phyllites for the Simandou large open pit project." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_01_fietze.

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Pothitos, Frank, and T. Li. "Slope Design Criteria for Large Open Pits - Case Study." In 2007 International Symposium on Rock Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2007. http://dx.doi.org/10.36487/acg_repo/708_21.

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Myburgh, Christie, and Kalyanmoy Deb. "Evolutionary algorithms in large-scale open pit mine scheduling." In the 12th annual conference. New York, New York, USA: ACM Press, 2010. http://dx.doi.org/10.1145/1830483.1830696.

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Damjanac, Branko, Varun Varun, and Loren Lorig. "Seismic stability of large open pit slopes and pseudo-static analysis." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_85_damjanac.

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Lorig, Loren, David Potyondy, and Varun Varun. "Quantifying excavation-induced rock mass damage in large open pits." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_64.

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Dick, Graham, Sam Nunoo, Scott Smith, H. Newcomen, Derek Kinakin, Ian Stilwell, and John Danielson. "Monitoring and managing large deformation pit slope instabilities at a British Columbia copper mine." In 2020 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2020. http://dx.doi.org/10.36487/acg_repo/2025_25.

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Deng, Weimin, Ken O’Neill, Ken Luu, and Kieron Little. "Geotechnical reliability assessment of a large counterfort retaining wall." In 2013 International Symposium on Slope Stability in Open Pit Mining and Civil Engineering. Australian Centre for Geomechanics, Perth, 2013. http://dx.doi.org/10.36487/acg_rep/1308_37_deng.

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