/

 

ISSN 0536-1028 (Print)              ISSN 2686-9853 (Online)  
УДК 622.831 DOI: 10.21440/0536-1028-2021-6-5-12

Download

For citation: Liskovets A. S., Tatsienko V. P., Gogolin V. A. The effect of contact grouting on support load. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2021; 6: 5–12. DOI: 10.21440/0536-1028-2021-6-5-12

Introduction. The paper analyzes contemporary methods of frame support design in permanent workings and reveals that contact grouting has received little attention. Contact grouting makes the tight contact between the hardened cement grout and the surrounding rock possible, whereas it is impossible when applying concrete lagging. The paper employs analytical method of arch support, grouting layer, and the surrounding rock calculation considering their softening. Analytical formulae determining support load has been obtained. The formulae take into account strain and strength characteristics of the surrounding rock, hardened cement grout, and support. Support load was calculated under various values of the grouting layer thickness and linear strain modulus and the depth of mining. The dependencies between the support load and the indicated parameters have been obtained, which makes it possible to select the cement grout composition for various mining and geological conditions.
Research objective is to determine the effect produced by grouting layer thickness and strain characteristics on arch support load value in order to check its strength in various mining and geological conditions.
Methods of research are built upon the physically based analytical methods of geomechanics to solve the problem of interaction between the support, grouting layer, and surrounding rock mass.
Results. The results of arched support load calculation are presented for various values of grouting layer thickness, its strain characteristics, and depth of mining.
Conclusions. The presence of the grouting layer in the void behind the support has a significant effect on the methods of arch support design. The developed methods take account of the fact that a layer of soft rock develops in the rock mass between the grouting layer and undisturbed rock. When the rock is being broken, its volume in this layer increases, which, in its turn, results in support load transfer growth through the grouting layer. It has been determined that the increase in the hardened cement grout strain and grouting layer thickness reduces support load.

Keywords: arch support; grouting layer; support load.

 

REFERENCES

  1. Liskovets A. S., Tatsienko V. P. Analysis of support and tamping methods of the behind-anchoring space of mine workings and methods for calculating the interaction of the support with the rock massif. Tekhnika i tekhnologiia gornogo dela = Journal of Mining and Geotechnical Engineering. 2021; 1(12): 27–52. (In Russ.) Available from: doi: 10.26730/2618-7434-2021-1-27-52
  2. Bulychev N. S. Mechanics of underground structures. Moscow: Nedra Publishing; 1982. (In Russ.)
  3. Sammal A. S., Voronina I. Iu., Shelepov N. V. Mathematical modelling the interaction of parallel non-circular underwater tunnel multilayer linings with the technologically heterogeneous rock mass. Izvestiia Tulskogo Gosudarstvennogo Universiteta. Nauki o Zemle = Proceedings of the Tula State University. Earth Sciences. 2016; 3: 154–163. (In Russ.)
  4. Sammal A. S., Sergeev S. V., Antsiferov S. V., Deev P. V. Estimating concrete shaft lining application field in zones of tectonic disturbance. Izvestiia Tulskogo Gosudarstvennogo Universiteta. Nauki o Zemle = Proceedings of the Tula State University. Earth Sciences. 2018; 4: 317–326. (In Russ.)
  5. Antsiferov S. V., Fotieva N. N., Bulychev N. S., Gribanov V. B. About the calculation of tunnel lining, constructed in a soil massif, subject to preparatory strenghtening. Izvestiia Tulskogo Gosudarstvennogo Universiteta. Nauki o Zemle = Proceedings of the Tula State University. Earth Sciences. 2015; 3: 98–107. (In Russ.)
  6. Golovin K. A., Kovalev R. A., Kopylov A. B. Calculation of lining which interacting with layer of widened rock. Izvestiia Tulskogo Gosudarstvennogo Universiteta. Nauki o Zemle = Proceedings of the Tula State University. Earth Sciences. 2016; 4: 174–178. (In Russ.)
  7. Deev P. V., Sammal A. S., Antsiferov S. V., Shelepov N. V. Influencing technological gap value by stress state of tunnel linings. Izvestiia Tulskogo Gosudarstvennogo Universiteta. Nauki o Zemle = Proceedings of the Tula State University. Earth Sciences. 2018; 4: 287–293. (In Russ.)
  8. He S., Lai J., Zhong Y., Wang K. Damage behaviors, prediction methods and prevention methods of rockburst in 13 deep traffic tunnels in China. Engineering Failure Analysis. 2021; 121: 105178. Available from: doi: 10.1016/j.engfailanal.2020.105178
  9. Szurgacz D., Brodny J. Adapting the powered roof support to diverse mining and geological conditions. Energies. 2020; 13(2): 405. Available from: doi: 10.3390/en13020405
  10. Malkowski P., Ostrowski L., Brodny J. Analysis of Young's modulus for Carboniferrous sedimentary rocks and its relationship with uniaxial compressive strength using different methods of modulus determination. Journal of Sustainable Mining. 2018; 17(3): 145–157.
  11. Yu Y., Bai J., Wang X., Zhang L. Control of the surrounding rock of a goaf-side entry driving heading mining face. Sustainability. 2020; 12(7): 2623. Available from: doi: 10.3390/su12072623
  12. Chen Z., He P., Yan D. M., et al. Upper-bound limit analysis of tunnel face stability under advanced support. Yantu Lixue. 2019; 40(6): 2154–2162. Available from: doi: 10.16285/j.rsm.2018.1903
  13. Vokhmin S. A., Kurchin G. S., Maiorov E. S., Kirsanov A. K., Kostylev S. S. An overview of deep horizons excavation lining technologies at Oktyabrsky deposit. Izvestiya vysshikh uchebnykh zavedenii.Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2019; 7: 45–52. (In Russ.) Available from: doi: 10.21440/0536-1028-2019-7-45-52
  14. Tatsienko V. P., Gogolin V. A., Ermakova I. A., Lesin Iu. V., Liskovets A. S. Calculation of the support with filling of the space behind the support. Vestnik Kuzbasskogo Gosudarstvennogo Tekhnicheskogo Universiteta = Bulletin of the Kuzbass State Technical University. 2019; 3: 75–81. (In Russ.)
  15. Liskovets A. S., Tatsienko V. P., Gogolin V. A., Ermakova I. A. Engineering method for calculating pressure at the support and displacement of crown with filling of the space behind the support. Vestnik Kuzbasskogo Gosudarstvennogo Tekhnicheskogo Universiteta = Bulletin of the Kuzbass State Technical University. 2020; 2: 97–102. (In Russ.)
  16. Shtumpf G. G., Ryzhkov Iu. A., Shalamanov V. A., Petrov A. I. Physical and mechanical properties of rock and coal of the Kuznetsk Basin. Moscow: Nedra Publishing; 1994. (In Russ.)

 

УДК 622.4+519.67 DOI: 10.21440/0536-1028-2021-7-5-15


Download

 

Research objective is to estimate the effect of bulk explosion location and the initial height of the dust and gas cloud on open-pit natural ventilation time and the level of air contamination of the upper edge of the open pit down the wind.
Methods of research. Computer modeling of aerodynamics and gaseous component transfer in the 2D geometry is carried out with the COMSOL software. To calculate the aerodynamic characteristics, the approximation of the incompressible fluid with the standard k–ε turbulence model was carried out. Gaseous component distribution was modeled using the numerical solution to the convection-diffusion equation of contaminant transfer. Numerical experiments under the fixed initial concentration of the gaseous component and the speed of the incoming wind flow have been carried out for three locations of bulk explosions and six values of the initial height (from 70 to 420 m with a step of 70 m) of the dust
and gas cloud.
Research results and analysis. Spatial distributions of the model’s aerodynamic characteristics and contaminants gaseous component when reaching the maximum permissible concentration in the modeled area have been obtained. The estimated time of the open-pit natural ventilation and the dynamics of the open-pit upper edge air contamination dynamics down the wind have been analyzed. The complex and diversified nature of open pit ventilation for various locations of bulk explosions has been recorded. The undulating character of contaminant loss has been predicted (with different heights of peaks) conditioned by the presence of vortex formation in the open pit.
Conclusion and scope of results. For the recirculation scheme of ventilation, the situations with the bulk explosion locations shifted to the windward edge of the open pit are the longest. It has been shown that the reduction in the dust and gas cloud lift does not always ensure the reduction in the contamination level at the upper edge of the open pit down the wind.

Keywords: open pit; bulk explosion; ventilation; lift; dust and gas cloud; contamination; numerical modeling.

REFERENCES

  1. Konorev M. M., Nesterenko G. F., Pavlov A. I. Ventilation and dust and gas suppression in the air of an open pit. Ekaterinburg: UB RAS Publishing; 2010. (In Russ.)
  2. Ushakov K. Z., Mikhailov V. A. The aerology of open pits. Moscow: Nedra Publishing; 1975. (In Russ.)
  3. Beresnevich P. V., Mikhailov V. A., Filatov S. S. The aerology of open pits. Moscow: Nedra Publishing; 1990. (In Russ.)
  4. Filatov S. S. Open pit ventilation. Moscow: Nedra Publishing; 1981. (In Russ.)
  5. Bitkolov N. Z., Medvedev I. I. The aerology of open pits. Moscow: Nedra Publishing; 1992. (In Russ.)
  6. Nikitin V. S., Bitkolov N. Z. Ventilation design in open pits. Moscow: Nedra Publishing; 1980. (In Russ.)
  7. Amosov P. V. The dominant factor in the “blasting–wind conditions” pair. Izvestiia SPbGTI(TU) = Bulletin of the Saint Petersburg State Institute of Technology (Technical University). 2020; 54(80): 93–98 (In Russ.). Available from: doi: 10.36807/1998-9849-2020-54-80-93-98
  8. Chugh Y. P., MdAzmi A. Z., Gurley H., Kollipara V. K., Hirschi J. CFD analysis of airflow distribution in high mining areas of room-and-pillar coal mining. Proceedings of the 37th International Symposium APCOM 2015, Fairbanks, Alaska. 2015. P. 911–920.
  9. Tutak M., Brodny J. Influence of auxiliary ventilation devices on a distribution of methane concentration at the crossing of longwall and ventilation roadway. International Multidisciplinary Scientific GeoConference SGEM. 2017; 17(13): 437–444.
  10. Nakariakov E. V., Semin M. A., Grishin E. L., Kolesov E. V. Analysis of the regularities of accumulation and removal of the exhaust gases from the сombustion-engined vehicles in the dead-end chamber-like mine workings. Bezopasnost truda v promyshlennosti = Occupational Safety in Industry. 2021; 5: 41–47 (In Russ.). Available from: doi: 10.24000/0409-2961-2021-5-41-47
  11. Iastrebova K. N. Improving the intensity of natural air exchange in the working areas of open pits based on the aerodynamic profiling of the leeward sides: PhD in Engineering thesis (In Russ.). Available from: http://xn----etbhhidsfiu1b6f.xn--p1ai/system/files/lib/sci/aspirant-doctorant/avtoreferaty/2015/2015-3/yastrebova_dissertaciya.pdf [Accessed: 24th June 2015].
  12. Gridina E. B., Andreev R. E. Mathematical modeling based on CFD method of wind currents in combined working out of the Olenegorsky pit in the Flowvision software package. International Review on Modelling and Simulations. 2017; 10(1): 62–69.
  13. Raj K. V. Three dimensional computational fluid dynamics models of pollutant transport in a deep open pit mine under Arctic air inversion and mitigation measures: PhD thesis. Available from: https://scholarworks.alaska.edu/handle/11122/5756 [Accessed: 17th October 2017].
  14. Bashirov N. R. Method for dynamic design of dumps in preliminary simulation of airflow. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2018; 2: 40–47. (In Russ.)
  15. Amosov P. V., Kozyrev S. A., Nazarchuk O. V. Creating computer model of atmosphere aerothermodinamics of open pit in Ansys Fluent. Izvestiia Sankt-Peterburgskogo gosudarstvennogo tekhnologicheskogo instituta = Bulletin of the Saint Petersburg State Institute of Technology (Technical University). 2018; 44(70): 121–125. (In Russ.)
  16. Integrated environment of the numerical modelling COMSOL (In Russ.). Available from: https://www.comsol.ru [Accessed: 14 December 2019].
  17. Egorov V. I. Using a computer to solve the problem of thermal conductivity. St. Petersburg: SPb GU ITMO Publishing; 2006. (In Russ.)
  18. Biutner E. K. The dynamics of the nearsurface air layer. Leningrad: Gidrometeoizdat Publishing; 1978. (In Russ.)
  19. Kollman V. (ed.) The method of turbulent flows calculation. Moscow: Mir Publishing; 1984. (In Russ.)
  20. Snegirev A. Iu. High performance computing in the applied physics. Numerical modelling of turbulent flows. St. Petersburg: Politekhn. un-t Publishing; 2009. (In Russ.)
  21. Garbaruk A. V., Strelets M. Kh., Shur M. L. Modelling turbulence in complex flows computing. St. Petersburg: Politekhn. un-t Publishing; 2012. (In Russ.)
  22. Kozyrev S. A., Amosov P. V. Modeling of removal of harmful substances during airing deep openpits through ventilation mine excavations. Gornyi informatsionno-analiticheskii biulleten (nauchnotekhnicheskii zhurnal) = Mining Informational and Analytical Bulletin (scientific and technical journal). 2015; S56: 390–398. (In Russ.)
  23. Mislibaev I. T., Zairov Sh. Sh., Tukhtashev A. B., Normatova M. Zh. Reduction in dust and gas pollution of the atmosphere under the production of bulk explosions at open pits. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2017; 2: 39–43. (In Russ.)
  24. Marchuk G. I. Mathematical modeling in the environmental issue. Moscow: Nauka Publishing; 1982. (In Russ.)
  25. Penenko V. V., Aloian A. E. Models and methods for the environmental protection tasks. Novosibirsk: Nauka Publishing; 1985. (In Russ.)
  26. Baklanov A. A. Numerical modeling in the mining earology. Apatity: KB AS URRS Publishing; 1987. (In Russ.)
  27. Baklanov A. Application of CFD methods for modeling in air pollution problems: possibilities and gaps. Environmental Monitoring and Assessment. 2000; 65(1–2): 181–189. Available from: doi: 10.1023/A:1006442514766

 

УДК 622.279.04 DOI: 10.21440/0536-1028-2020-8-5-13

Download

Abstract

Introduction. The article considers the main risks (technological, geological, societal and environmental) of offshore fields development, facilities construction and exploitation with the use of subsea production of hydrocarbons.
Research aim is to analyze the main risks of offshore oil and gas projects implementation, which are associated with harsh natural and climatic conditions of the Sakhalin Island shelf, their impact on subsea facilities and to develop the remedial measures for the risks.
Methodology. Risk analysis made it possible to identify the main risk factors in offshore projects development and determine remedial measures that are high-priority in offshore field exploitation at the stage of design and, most importantly, at the stage of project implementation.
Analysis and discussion. Based on actual data of large oil and gas fields development, an in-depth analysis of the main risks associated with the climatic conditions on the Sakhalin shelf has shown that the region’s main geological risks are: seismicity, surface gas, seabed gouging by ice and soil liquefaction. Therefore, it is necessary to use modern environmentally sound technologies of subsea oil and gas production, which are based on successfully implemented projects abroad and the experience of shelf fields development in Russian.
Conclusion. Effective development of oil and gas fields on the Sakhalin shelf is possible only if in the course of project implementation the geological, technological, societal and environmental risks are taken into account and controlled based on the developed remedial measures.

Key words: shelf; risks; seismic activity; gas anomaly; soil liquefaction; gouging by ice.

REFERENCES

  1. Amiragian A. S. Exploration of the hydrocarbon resources of the shelf. Neftegaz.ru. 2017; 8: 16–22. (In Russ.) 
  2. Kosareva Iu. V., Beskhizhko V. V., Simakova S. V., Chesnokov A. A. Subsea production systems as a prospective trend in arctic fields development and some issues of their power supply. Neftegaz.ru. 2019; 11: 26–34. (In Russ.)
  3. Dziublo A. D., Savinova M. S. Technogenic hydrocarbon emissions during the exposing of hydrate bearing formations. Aktualnye problemy nefti i gaza = Actual Problems of Oil and Gas. 2018; 4(23): 57. (In Russ.)
  4. Nuriev M. F., Shevelev M. B., Semenov Iu. V., Ershov N. A., Liskovyi P. N. Geological conditions of the upper part deposits at the northeast shelf fields of the Sea of Okhotsk. Gazovaia promyshlennost = Gas Industry. 2019; 8: 56–65. (In Russ.)
  5. Dziublo A. D., Voronova V. V. Investigating the mechanisms of hazardous natural events development when developing oil and gas fields in the shelf of arctic and subarctic seas. Bezopasnost truda v promyshlennosti = Occupational Safety in Industry. 2019; 4: 69–77. (In Russ.)
  6. Bogoyavlensky V. I., Bogoyavlensky I. V., Bogoyavlenskaya O. V., Nikonov R. A. Perspectives of petroleum potential of sedimentary basins and basement of the Circum-Arctic Region. Geologiya nefti i gaza = Russian Oil and Gas Geology. 2017; 5: 5–20. (In Russ.)
  7. Andreassen K., Hubbard A., Winsborrow M., Patton H., Vadakkepuliyambatta S., Plaza-Faverola A., Gudlaugsson E., Serov P., Deryabin A., Mattingsdal R., et. al. Massive blow-out craters formed by hydratecontrolled methane expulsions from the Arctic seafloor. Science. 2017; 356: 948–953.
  8. Petrenko V. E., Oganov G. S., Sviridova T. A. Technical and technological aspects of well planning and drilling in the presence of shallow gas on the shelf of the sea of Okhotsk. Vestnik Assotsiatsii burovykh podriadchikov = Bulletin of the Association of Drilling Contractors. 2017; 1: 29–35. (In Russ.)
  9. Petrenko V. E., Oganov G. S., Sviridova T. A. Design solutions for offshore wells construction in the conditions of shallow gas presence. Proektirovanie i razrabotka neftegazovykh mestorozhdenii = Design and Development of Oil and Gas Fields. 2017; 1: 42–47. (In Russ.)
  10. Naumov M. A., Onishchenko D. A. Initial data requirements for modeling of the ice exaration impact on buried pipelines. Arktika: ekologiia i ekonomika = Arctic: Ecology and Economy. 2013; 2: 4–17. (In Russ.)
  11. Novikov A. I., Novikov A. A., Golubin S. I., Saveliev K. N. Specific features of engineering surveys in determining the potential of the soil liquefaction in the basis of the facilities of offshore production of the Sakhalin shelf (Russian Federation). Gazovaia promyshlennost = Gas Industry. 2018; 3: 18–25. (In Russ.)
  12. Voronina E. P. Analyzing the risks when implementing the projects of arctic offshore oil and gas resources development. Regionalnye problemy preobrazovaniia ekonomiki = Regional Problems of Transforming the Economy. 2012; 1: 159–168. (In Russ.)

Received 7 September, 2020

УДК 622.831.3:622.24(571.16) DOI: 10.21440/0536-1028-2021-7-16-24


Download

 

Introduction. The World Stress Map project proves that horizontal stress orientation determination is a global task essential for the majority of geomechanical calculations. However, there is scant data on stress orientations in the territory of Russia at the moment. The task is therefore highly relevant.
Research objective is to determine the orientations of maximum and minimum horizontal stresses by separate areas of the Tomsk region and build a map of horizontal stresses.
Method of research. The basis for determining the orientations of horizontal stresses is the theory of drilling-induced fracture and borehole breakouts occurrence. The maximum stress orientation coincides with the drilling-induced fracture orientation, whereas the minimum stress orientation coincides with the borehole breakouts orientation or is perpendicular to the maximum stresses. 
Results. Research results are compiled in a summary table containing mean orientations of horizontal stresses by areas and a map of horizontal stress orientations.
Conclusions. A summary map of maximum horizontal stress strike azimuths has been constructed. The stresses are of similar orientation in every well under consideration, except for a well in the North-Shingin area. The average value of maximum horizontal stress orientation has made up 337° northwest and 157° southeast.

Keywords: drilling-induced fracture; stress orientation; geomechanics; borehole breakout; microimager.

 

REFERENCES

  1. Heidbach O., Rajabi M., Reiter K., Ziegler M., WSM Team. World stress map database release 2016. GFZ Data Services. Available from: http://doi.org/10.5880/WSM.2016.001
  2. Lushev M. A., Pavlov V. A., Korelskii E. P., Patutin A. V. Horizontal stresses orientation of the Earth's upper crust in Russian Federation according to instrumental measurements in wells. Gornyi informatsionno-analiticheskii biulleten (nauchno-tekhnicheskii zhurnal) = Mining Informational and Analytical Bulletin (scientific and technical journal). 2017; 3: 337–349. (In Russ.)
  3. Kaluder Z. et al. First high-rate hybrid fracture in Em-Yoga Field, West Siberia, Russia. Offshore Technology Conference-Asia. Offshore Technology Conference, 2014.
  4. Lukin S. V., Esipov S. V., Zhukov V. V., Ovcharenko Iu. V., Khomutov A. Iu. Borehole stability prediction to avoid drilling failures. Neftianoe khoziaistvo = Oil Industry. 2016; 6: 70–73. (In Russ.)
  5. Marino S. et al. Integrated approach to hydraulic fracturing of Achimov Formation in Western Siberia. SPE Russian Oil and Gas Conference and Exhibition. Society of Petroleum Engineers, 2010.
  6. Konstantinovskaya E. et al. 3D geomechanics modeling and shale anisotropy for wellbore stability and horizontal well optimization, Middle Nazym Field, Western Siberia, Russia. SPE Russian Petroleum Technology Conference and Exhibition. Society of Petroleum Engineers, 2016.
  7. Melnikov L. et al. Defining potentially-productive intervals and evaluating petrophysical properties of the Tight-Oil Bazhenov Formation in Western Siberia using a suite of modern wireline logs. SPE Russian Petroleum Technology Conference. Society of Petroleum Engineers, 2015.
  8. Lozanovich E. et al. Experience in the use of horizontal wells of various designs for the development of hard-to-recover oil reserves in LLC Lukoil–Western Siberia. SPE Russian Petroleum Technology Conference. Society of Petroleum Engineers, 2019.
  9. Khasanov M. M., Zhukov V. V., Ovcharenko Iu. V., Timofeeva T. N., Lukin S. V. A geomechanical approach to minimising sanding risk. Neftianoe khoziaistvo = Oil Industry. 2016; 12: 48–51. (In Russ.)
  10. Zoback M. D., Barton C. A., Brudy M., Castillo D. A., Finkbeiner T., Grollimund B. R., Moos D. B., Peska P., Ward C. D., Wiprut D. J. Determination of stress orientation and magnitude in deep wells. International Journal of Rock Mechanics and Mining Sciences. 2003; 40(7–8): 1049–1076.
  11. Dubinia N. V. An overview of wellbore methods of investigating stress state of the upper layers of the EarthТs crust. Fizika Zemli = Physics of the Solid Earth. 2019; 2: 137–155. (In Russ.)
  12. Fjaer E., Holt R. M., Horsrud P., Risnes R. Petroleum related rock mechanics. Elsevier, 2008.
  13. Dubinia N. V., Ezhov K. A. In-situ horizontal stress estimation based on the geometrical properties of fractures in well vicinity. Geofizicheskie issledovaniia = Geophysical Research. 2017; 18(2): 5–26. (In Russ.)
  14. Zoback M. D. Reservoir geomechanics. Cambridge University Press, 2010. 505 p.
  15. Surkov V. S., Zhero O. G. Basement and development of the West Siberian Plain’s platform mantle. Moscow: Nedra Publishing; 1981. (In Russ.)
  16. Kontorovich V. A. Tectonics and oil and gas occurrence of the Mesozoic-Kainozoic sediments of the southeast regions of West Siberia. Novosibirsk: SB RAS Publishing; 2002. (In Russ.)

For citation: Antonov A. E., Shadrin A. S., Konoshonkin D. V., Rukavishnikov V. S., Petrova D. S. Determination of horizontal stresses orientation in the area of the Tomsk region. Izvestiya vysshikh uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2021; 7: 16–24. DOI: 10.21440/0536-1028-2021-7-16-24

УДК 622.684:629.3 DOI: 10.21440/0536-1028-2020-7-21-32 Download

Research aim is to substantiate optimal road grade when operating 4WD dump trucks and to develop analytical method of calculating the volume of additional spacing of non-mining slopes of an opencast from motor transport lanes placement when exposing deep kimberlite pits with spiral routes.
Research relevance. Transition to steeply inclined ramps and 4WD dump trucks is a basic trend in improving the efficiency of deep kimberlite pits mining. In this regard, the issues of substantiating road grades and developing the method of calculating the volume of additional spacing of non-mining slopes of an opencast from motor transport lanes placement are becoming increasingly relevant.
Research methodology. When substantiating road grade for 4WD dump trucks the physical principle of minimal action was used as well as dump trucks tractive and dynamic, braking and fuel conditions together with some experimental data. A new notion of “specific action” has been introduced. Optimal grade by the criterion of specific action complies with minimum energy for mined rock lifting under maximum hauling capacity. The elaborated analytical method of calculating the volume of additional spacing of non-mining slopes of an opencast is characterized by the integrated record of basic process parameters of uncovering. Graphical method of finding the angle of the non-mining slope has been proposed being a controlled parameter at uncovering with steeply pitching ramps.
Results. It has been determined that optimal grade value by physical criterion of specific action are determined by the dependences between transmission efficiency, road speed and specific fuel consumption by 4WD dump trucks and the total traction resistance in slopes. For CAT-745С dump trucks optimal values slopes for macadamized roads within the range of 0.18–0.24. The patterns of basic mine engineering factors influence on the volume of additional spacing of slopes from motor transport lanes placement. Major effect on the volume of flattening is brought about by the depth of the pit, spiral ramps grade and ore body thickness. So, the introduction of steeply inclined uncovering is primarily recommended in kimberlite open pits when mining thin ore bodies.
Scope of results. The obtained results may be applied in deep kimberlite open pits design and operation when introducing 4WD dump trucks. The results may also be applied in ore open pits when uncovering deep horizons by spiral ramps.

Key words: open pit; pit depth; 4WD dump truck; ramp inclination; principle of minimal action; fuel
consumption; additional spacing of a slope; angle of slope; ore body thickness.

REFERENCES
1. Akishev A. N., Kostyrin V. F. Optimising solution on Iubileinyi open pit development. Gornyi
zhurnal = Mining Journal. 2000; 7: 33–35. (In Russ.)
2. Chanturiia V. A., Trubetskoi K. N., Kaplunov D. R., Chaadaev A. S., Makhrachev A. F. Integrated
study and introduction of innovative geotechnologies of extraction and deep processing of kimberlites.
Gornyi zhurnal = Mining Journal. 2011; 1: 10–13. (In Russ.)
3. Akishev A. N., Lel Iu. I., Ilbuldin D. Kh., Musikhina O. V., Glebov I. A. Technological solutions
for the Alrosa group Nyurbinsky open pit deep horizons exposing and processing. Izvestiya vysshikh
uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2017; 7: 4–12.
(In Russ.)
4. Akishev A. N., Lel Iu. I., Bokii I. B., Isakov S. V., Glebov I. A. Kimberlite deposits opencast mining
innovative technology with variable geometry of non-mining open pit edges. Izvestiya vysshikh uchebnykh
zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2018; 8: 5–16. (In Russ.)
5. Haiyong T., Yanhua S., Wenming Z., Chun J. Slip ratio control for articulated dump truck based on
fuzzy sliding mode. 2011 Int. Conf. on Consumer Electronics, Communications and Networks, CECNet
2011 – Proceedings. 2011. p. 4404–4407.
6. Mariev P. L., Egorov A. N., Voitov V. T. Features of mine dump truck working in the conditions of
deep quarry and higher slopes of pit roads. Gornyi zhurnal = Mining Journal. 2011; 10: 63–66. (In Russ.)
7. Brown D., Heather R. Development of off-highway articulated dump trucks. SAE Technical Paper,
D. J. B. Engineering Ltd. 1979.
8. Zyrianov I. V., Tsymbalova A. I. САТ-740 В trial at steeply inclined ramps of Udachny pit of
ALROSA. Gornoe oborudovanie i elektromekhanika = Mining Equipment and Electromechanics. 2013;
9: 22–25. (In Russ.)
9. Lel Iu. I., Gorshkov E. V., Ermolaev A. I., Voroshilov G. A., Nevolin D. G., Dovzhenok A. S.
Justification of optimal highway slopes at working of mountain-deep opencast mines. Izvestiya vysshikh
uchebnykh zavedenii. Gornyi zhurnal = News of the Higher Institutions. Mining Journal. 2012; 2: 5–12.
(In Russ.)
10. Veretennikov V. G., Sinitsyn V. A. The method of alternating action. Moscow: Fizmatlit Publishing;
2005. (In Russ.)
11. Artamonov M. D., Ilarionov V. A., Morin M. M. The theory of an automobile and auto engine.
Moscow: Mashinostroenie Publishing; 1968. In Russ.)
12. Vilkul Iu. G., Slobodianiuk V. K., Maksimov I. I. Theory of determining the amount of main
development when uncovering deep open pits by spiral ramps. Gornyi informatsionno-analiticheskii
biulleten (nauchno-tekhnicheskii zhurnal) = Mining Informational and Analytical Bulletin (scientific and
technical journal). 2007; 7: 17–23. (In Russ.)

Received 3 August 2020

Language

E-mail

This email address is being protected from spambots. You need JavaScript enabled to view it.

Мы индексируемся в: