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JMS, Vol. 58, No. 6, 2022


GEOMECHANICS


USING SURFACE WAVES FOR MONITORING ROCK MASS CONDITION AROUND UNDERGROUND OPENINGS AND STRUCTURES
M. V. Kurlenya, V. V. Skazka, A. V. Azarov, A. S. Serdyukov, and A. V. Patutin

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091 Russia
e-mail: vskazka@gmail.com
Sobolev Institute of Mathematics, Novosibirsk, 630090 Russia
Novosibirsk State University, Novosibirsk, 630090 Russia
Trofimuk Institute of Petroleum Geology and Geophysics, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630090 Russia

The authors discuss applicability of phase characteristics of surface waves in monitoring of underground openings and tunnels. The mathematical model of surface wave propagation along extended cavities is presented. The properties of the numerical solutions obtained using the model are analyzed, including the amplitude and frequency characteristics, and the phase and group velocities of the waves. It is possible to recover elastic properties of a medium using the dispersion curves of the phase velocities. The data of numerical modeling of surface wave propagation along cavities of different geometry using the method of finite spectral elements are presented. The calculated results of the axisymmetrical and three-dimensional problems of surface wave propagation along cavities are studied.

Seismic monitoring, underground structures, tunnels, surface waves, rock behavior control, phase characteristics of surface waves

DOI: 10.1134/S1062739122060011 

REFERENCES
1. Gladyr’, À.V., Kursakin, G.À., Rasskazov, Ì.I., and Konstantinov, À.V., Method to Detect Hazardous Areas in Rock Mass from Seismoacoustic Observations, Mining Informational and Analytical Bulletin—GIAB, 2019, no. 8, pp. 21–32.
2. Jiao, Y.Y., Tian, H.N., Liu, Y.Z., Mei, R.W., and Li, H.B., Prediction of Tunneling Hazardous Geological Zones Using the Active Seismic Approach, Near Surface Geophys., 2015, vol. 13, no. 4, pp. 333–342.
3. Xu, X., Zhang, P., Guo, X., Liu, B., Chen, L., Zhang, Q., Nie, L., and Zhang, Y., A Case Study of Seismic Forward Prospecting Based on the Tunnel Seismic while Drilling and Active Seismic Methods, Bul. Eng. Geol. Env., 2021, vol. 80, no. 5, pp. 3553–3567.
4. Kurlenya, Ì.V., Serdyukov, À. S., Duchkov, À.À., Patutin, À.V., and Yaskevich, S.V., Technology for Microseismic and Geomechanical Monitoring of Geodynamic Processes in a Rock Mass, Fund. Prikl. Vopr. Gorn. Nauk, 2015, vol. 2, no. 2, pp. 257–260.
5. Sokolov, S.V. and Kolmakova, À.À., Evaluation of the Influence Exerted by Directed Hydraulic Fracturing on the Change in the Volume of Porous-Fractured Space in the Roof of the Extraction Panel Based on Seismic Survey, Young Russia: Proc. of the 13th All-Russian Sci. Pract. Conf., Kemerovo, 2021.
6. Tzavaras, J., Buske, S., Gross, K., and Shapiro, S., Three-Dimensional Seismic Imaging of Tunnels, Int. J. Rock Mech. Min. Sci., 2012, vol. 49, pp. 12–20.
7. Yang, J., Cai, J., Yao, C., Li, P., Jiang, Q., and Zhou, C., Comparative Study of Tunnel Blast-Induced Vibration on Tunnel Surfaces and inside Surrounding Rock, Rock Mech. Rock Eng., 2019, vol. 52, no. 11, pp. 4747–4761.
8. Dorokhin, Ê.À., Justification and Development of a Method for Estimating the Geodynamic Condition of a Rock Mass Based on the Dispersion Parameters of Seismic Waves, Cand. Tech. Sci. Thesis, Moscow: IPKON RAS, 2017.
9. Chen, K., Zhang, Z., and Zhou, Y., Application of Surface Wave in Reinforced Concrete Invert Detection, IOP Conf. Series: Earth and Env. Sci., 2021, vol. 660, no. 1, p. 012069.
10. Bohlen, T., Lorang, U., Rabbel, W., Muller, G., Giese, R., Luth, S., and Jetschny, S., Rayleigh-to-Shear Wave Conversion at the Tunnel Face—From 3D-FD Modeling to Ahead-of-Drill Exploration, Geophysics, 2007, vol. 72, pp. T67–T79.
11. Jetschny, S., Bohlen, T., and De Nil, D., On the Propagation Characteristics of Tunnel Surface-Waves for Seismic Prediction, Geoph. Prospecting, 2010, vol. 58, no. 2, pp. 245–256.
12. Nguyen, L.T. and Nestorovic, T., Reconstructing Disturbance Zones ahead of the Tunnel Face by Elastic Waveform Inversion Supported by a Parametric Level-Set Representation, Soil Dynamics Earthquake Eng., 2018, vol. 115, p. 606–621.
13. Czarny, R. et al., Dispersive Seismic Waves in a Coal Seam around the Roadway in the Presence of Excavation Damaged Zone, Int. J. Rock Mech. Min. Sci., 2021, vol. 148, p. 104937.
14. Sneddon, I.N. and Berry, D.S., The Classical Theory of Elasticity, Springer-Verlag OHG, 1958.
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18. Petrashen’, G.I., Molotkov, L.À., and Krauklis, P.V., Volny v sloisto-odnorodnykh izotropnykh uprugikh sredakh (Waves in Layered Homogeneous Isotropic Elastic Media), Leningrad: Nauka, 1985.
19. Kaufman, A.A., Levshin, A., and Larner, K.N., Acoustic and Elastic Wave Fields in Geophysics, Amsterdam, 2002.
20. Kaufman, A. and Levshin, A.L., Acoustic and Elastic Wave Fields in Geophysics, Elsevier, Amsterdam, 2005.
21. White, J.E., Methods in Geochemistry and Geophysics (V18) Underground Sound: Application of Seismic Waves, Elsevier, 1983.
22. Kuznetsov, Î.L., Krutin, V.N., and Kit, Ê.I., Physical Foundations of Acoustic Impedance Logging Based on the Excitation of Bending Waves in a Borehole, Geolog. Geofiz., 1989, no. 9, pp. 112–117.
23. Stilke, G., On Elastic Surface Waves at a Cylindrical Hole in an Infinite Solid, Geophys. Prospecting, 1959, vol. 7, no. 3, pp. 273–286.
24. Essen, K., Bohlen, T., Friederich, W., and Meier, T., Modelling of Rayleigh-Type Seam Waves in Disturbed Coal Seams and around a Coal Mine Roadway, Geophys. J. Int., 2007, vol. 170, no. 2, pp. 511–526.
25. Kneib, G. and Leykam, A., Finite-Difference Modeling for Tunnel Seismology, Near Surface Geophysics, 2004, vol. 2, no. 2, pp. 71–93.
26. Jetschny, S., Seismic Prediction and Imaging of Geological Structures ahead of a Tunnel Using Surface Waves, Thesis, Karlsruhe Institute of Technology, 2010.


DETERMINATION OF RHEOLOGICAL PROPERTIES OF BISCHOFITE FROM TRIAXIAL TESTS
Yu. V. Osipov and A. S. Voznesensky

National University of Science and Technology—MISIS, Moscow, 119991 Russia
e-mail: yuhanna@list.ru
Gazprom geotekhnologii LLC, Moscow, 117105 Russia
e-mail: aL48@mail.ru

Bischofite rock samples from a well at the Vologda underground gas storage are subjected to rheological tests. The time curves of deformation are plotted at different axial and lateral stresses. A viscoelastic phenomenological model is proposed, and the equation to describe these dependences is obtained. Being developed and algorithmically implemented, the experimental data interpretation procedure allows determining rheological characteristics of test rocks at different stress ratios. It is found that rheological properties of bischofite weakly depend on depth.

Bischofite, rheological properties, complex stress state, viscoelastic model, laboratory tests

DOI: 10.1134/S1062739122060023 

REFERENCES
1. Tao, Z.Y. and Mo, H.H., An Experimental Study and Analysis of the Behavior of Rock under Cyclic Loading, Int. J. Rock Mech. Min. Sci., 1990, vol. 27, no. 1, pp. 51–56.
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3. Li, N., Chen, W., and Zhang, P., The Mechanical Properties and a Fatigue-Damage Model for Jointed Rock Masses Subjected to Dynamic Cyclic Loading, Int. J. Rock Mech. Min. Sci., 2001, vol. 38, no. 7, pp. 1071–1079.
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12. Ma, L., Liu, X., Wang, M., Xu, H., Hua, R., Fan, P., Jiang, S., Wang, G., and Yi, Q., Experimental Investigation of the Mechanical Properties of Rock Salt under Triaxial Cyclic Loading, Int. J. Rock Mech. Min. Sci., 2013, vol. 62, pp. 34–41.
13. Titov, B.V., Issledovanie i razrabotka metoda opredeleniya dlitel’noi prochnosti solyanykh gornykh porod pri szhatii (Research and Development of the Method to Determine the Long-Term Strength of Salt Rock in Compression), Berezniki, 1983.
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16. Nazarova, L.A. and Nazarov, L.A., Estimation of Pillar Stability Based on Viscoelastic Model of Rock Mass, Journal of Mining Science, 2005, vol. 41, no. 5, pp. 399–406.
17. Nazarov, L.A., Nazarova, L.A., Freidin, A.M., and Alimseitova, Zh.K., Estimating the Long-Term Pillar Safety for Room-and-Pillar Ore Mining, Journal of Mining Science, 2006, vol. 42, no. 6, pp. 530–539.
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19. Osipov, Yu.V. and Voznesenskii, A.S., Investigation of the Rheological Properties of Rocks in Experiments on Stepwise Loading of Cylindrical Samples, J. Appl. Mech. Tech. Phys., 2022, vol. 63, no. 2, pp. 347–355.
20. Osipov, Y.V., Koshelev, A.E., and Voznesenskii, A.S., Experimental Studies of the Bischofite Deformation Properties, Mining Informational and Analytical Bulletin—GIAB, 2020, no. 10, pp. 5–15.
21. Osipov, Yu.V., Experimental Creep Curves of Bischofite Rock in a Complex Stressed State, Mendeleev Data, V1, DOI:10.17632/kvst6h4zv8.1. https://data.mendeley.com/datasets/kvst6h4zv8/1.
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KENTOBE PITWALL STABILITY ESTIMATION USING. A. DIGITAL GEOLOGICAL–GEOMECHANICAL MODEL
F. K. Nizametdinov, V. D. Baryshnikov, and A. O. Oralbay

Abylkas Saginov Karaganda Technical University,
Karaganda, 100012 Kazakhstan
e-mail: oralbay_aldiyar@mail.ru
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091 Russia
e-mail: v-baryshnikov@yandex.ru

The implementation stages of ground laser scanning of an open pit field and the obtained data processing in Maptek I-Site Studio are discussed as a case-study of Kentobe open pit mine of iron ore. The procedure of a digital geological–geomechanical model is described; the framework is a set of spatial points obtained from the laser scanning. The model enables a detailed study of geological structure of the pitwall rock mass, with regard to the structure and tectonics, as well as the physical and mechanical properties of rocks. Using the developed model, the authors estimated the pitwall stability and substantiated safe slope parameters for deeper mining.

Pitwall rock mass, reference point, rock scanner, laser scanning, geological–geomechanical model, safety factor

DOI: 10.1134/S1062739122060035 

REFERENCES
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2. Nizametdinov, F.K., Ozhigin, S.G., Ozhigina, S.B., et al., Monitoring sostoyaniya otkosov ustupov i bortov kar’erov (Monitoring of Pitwall and Slope Condition in Open-Pit Mines), Zdiby, 2015.
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CORRELATION OF SCHMIDT HAMMER REBOUND NUMBER AND POINT LOAD INDEX WITH COMPRESSIVE STRENGTH OF SEDIMENTARY, IGNEOUS AND METAMORPHIC ROCKS
N. Abbas, K. G. Li, Nas. Abbas, and R. Ali

Faculty of Land Resource Engineering, Kunming University of Science and Technology,
Kunming, Yunnan, 650093 China
e-mail: likegang_78@163.com
Department of Mining Engineering, Karakoram International University Gilgit, Pakistan

To predict uniaxial compressive strength using the indirect techniques of the Schmidt hammer rebound number (N) and Point Load Index (PLI), it is required to have valid empirical equations based on rock types. This study is an attempt to address this issue by developing a model that is valid for various rock types. Three models, i.e. linear, power and quadratic, were tested on each rock type (sedimentary, ingenious and metamorphic). The highest correlation was achieved by the quadratic model. The generalized model showed the lowest correlation as against the individual models.

Uniaxial compressive strength, point load index, Schmidt hammer, rock types, correlation

DOI: 10.1134/S1062739122060047 

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34. Karaman, K. and Kesimal, A., Evaluation of the Influence of Porosity on the Engineering Properties of Volcanic Rocks from the Eastern Black Sea Region: NE Turkey, Arabian J. Geosciences, 2015, vol. 8, no. 1, pp. 557–564.


STRESS STATE OF SUPPORT SYSTEM IN TEMPORARY ROADWAY IN UNSTABLE ROCK MASS
V. M. Seryakov and A. A. Krasnovsky

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: vser@misd.ru

The authors estimate stress state in the support system and in rocks nearby a roadway driven in unstable rock mass and when the voids and cavities in the roadway roof are filled with hardening foam. The calculation includes an assumption that the support system, rocks and the hardening foam deform elastically. The stress distribution in the support system is determined at different heights of the rock cavity in the roof rocks in the roadway and at different initial stress state of rocks. The zones of potentially hazardous stress concentration in the support system are identified.

Rock mass, roadway, support system, unstable rocks, stress concentration, stress–strain behavior, void behind support

DOI: 10.1134/S1062739122060059 

REFERENCES
1. Krupnik, L.A., Shaposhnik, Yu.N., Shokarev, D.A., Shaposhnik, S.N., and Konurin, A.I., Improvement of Support Technology in Artemevsk Mine of Vostoktsvetmet, Journal of Mining Science, 2017, vol. 53, no. 6, pp. 1096–1102.
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6. Krupnik, L.A., Shaposhnik, Yu.N., and Shaposhnik, S.N., Experience of Filling “Arches” with Foaming Resins in Vostoktsvetmet Mines, Bezop. Truda Prom., 2017, no. 7, pp. 38–43.
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8. Tret’yak, A.V., Optimized Mine Support Design Based on the Stress State Modeling in Underground Structures, Gornyi Zhurnal, 2013, no. 5, pp. 31–34.
9. Martynenko, I.I., Martynenko, I.A., and Minakova, Zh.A., Effect of Void Fill Behind Mine Support on the Support Efficiency, Mining Informational and Analytical Bulletin—GIAB, 2005, no. 8, pp. 160–163.
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11. Fadeev, A.B., Metod konechnykh elementov v geomekhanike (Finite Element Methods in Geomechanics), Moscow: Nedra, 1987.
12. Seryakov, V.N. and Krasnovsky, A.A., Assessment of Stress–Strain State of the Rock Mass When Filling Rock Inrush in the Mine Roof with Phenol Resins, J, Fundament. Appl. Min. Sci., 2020, vol. 7, no. 1, pp. 144–148.


ROCK FAILURE


ACOUSTIC AND SEISMIC EMISSION IN HYDRAULIC FRACTURING OF CEMENT BLOCK UNDER LOADING
S. V. Serdyukov, L. A. Rybalkin, A. N. Drobchik, and V. I. Vostrikov

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: ss3032@yandex.ru

The article describes the lab-scale testing data on acoustic and seismic emission generated in hydraulic fracturing of a cement block under volumetric loading by nonequal stresses. The connection of the acoustic and seismic emission with the rate of injection of power fluid and the change in the fluid pressure in the course of the fracture initiation, growth and arrest is demonstrated. The authors recommend on improvement of receiving equipment and on using the research findings in the hydraulic fracturing control.

Rock mass, underground opening, stress state, hydraulic fracturing, physical modeling, laboratory experiment, acoustic and seismic emission, power fluid pressure, measurement equipment

DOI: 10.1134/S1062739122060060 

REFERENCES
1. Yanin, A.N. and Cherevko, S.S., Influence of the Created Fracture Direction on the Well Efficiency, Territoriya Neftegaz., 2016, no. 12, pp. 76–81.
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4. Azarov, A., Patutin, A., and Serdyukov, S., Hydraulic Fracture Propagation near the Cavity in a Poroelastic Media., Applied Sci. (Switzerland), 2021, vol. 11, no. 22. 11004.
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11. Das, I. and Zoback, M.D., Long-Period, Long-Duration Seismic Events During Hydraulic Stimulation of Shale and Tight-Gas Reservoirs. Part 1: Waveform Characteristics, Geophysics, 2013, vol. 78, no. 6, pp. KS97–KS108.
12. Serdyukov, S.V. and Azarov, A.V., Excitation of Seismic Vibrations in Fractures by Water Flow and Determination of the Flow Parameters Using Seismic Radiation Patterns, Journal of Mining Science, 2021, vol. 57, no. 5, pp. 728–739.
13. Azarov, A.V., Serdyukov, A.S., and Yablokov, A.V., Methods of the Focal Mechanism Determination of Microsesimic Events Based on Modeling Full Wave Fields in Horizontally Stratified Media, Mining Informational and Analytical Bulletin—GIAB, 2016, no. 10., pp. 131–143.
14. Sanina, I.A., Riznichenko, O.Yu., Kushnir, A.F., Varypaev, A.V., Sergeev, S.I., and Volosov, S.G., Type Discrimination of Microseismicity Sources by Data on Narrow Aperture Seismic Groups, Fizika Zemli, 2020, no. 2, pp. 127–147.
15. Serdyukov, S.V., Rybalkin, L.A., Drobchik, A.V., Patutin, A.V., and Shilova, T.V., Laboratory Installation Simulating a Hydraulic Fracturing of Fractured Rock Mass, Journal of Mining Science, 2020, vol. 56, no. 6, pp. 1053–1060.
16. Serdyukov, S.V., Measurement Equipment for Laboratory Research of Hydraulic Fracturing, Journal of Mining Science, 2022, vol. 58, no. 6, pp. 1084–1093.
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19. Serdyukov, S.V., Kurlenya, M.V., and Patutin, V.A., Hydraulic Fracturing for In Situ Stress Measurement, Journal of Mining Science, 2016, vol. 52, no. 6, pp. 1031–1038.


TRIGGER EFFECT IN IMPACT FRACTURE OF GRANITE SAMPLE UNDER UNIAXIAL COMPRESSION
I. P. Shcherbakov, Kh. F. Makhmudov, and A. E. Chmel’

Ioffe Institute, Russian Academy of Sciences, Saint-Petersburg, 194021 Russia
e-mail: chmel@mail.ioffe.ru

This study focuses on an impact wave generated in a uniaxially compressed granite sample by a pendulum hammer in the direction transversal to compression. The pressure was varied from zero to a pre-destructive value. Microcracking during impacts was recorded using the method of acoustic emission (AE). The energy distribution in the time series of AE pulses followed an exponential law both in the unloaded and in the statically loaded samples. The first impacts induced local damage with a splash in AE from small cracks which, under subsequent impacts, coalesced and initiated redistribution of larger microdamages. In generation of an impact wave in a sample under pre-limiting compression, the surface of the induced main crack exceeds the area of the local damages by a few orders of magnitude, which is typical of the trigger effects which lead to large-scale fractures under external impacts at a safe-density energy.

Granite fracture, trigger effect, compression load, impact load, acoustic emission

DOI: 10.1134/S1062739122060072 

REFERENCES
1. Bokov, V.N., Benkendorf, O.V., and Lebedev, S.V., Monitoring and Prediction of Trigger Effects for Earthquakes, Trigger Effects in Geosystems: The 5th International Conference Proceedings, Moscow, 2019, pp. 341–348.
2. Batugin, A.S., Mining is a Trigger in Tectonics, Trigger Effects in Geosystems: The 5th International Conference Proceedings, Moscow, 2019, pp. 22–23.
3. Adushkin, V.V., Propagation of Induced Tectonic Seismicity in Kuzbass, Geolog. Geofiz., 2018, no. 5, pp. 709–724.
4. Emanov, A.F., Emanov, A.A., Fateev, A.V., Shevkunova, E.V., Podkorytova, V.G., and Kuprish, O.V., Induced Seismicity in Coal and Iron Ore Fields in Kuzbass, Ross. Seismol. Zh., 2020, vol. 2, no. 3, pp. 88–96.
5. Sherman, S.I., Destruction of Lithosphere and Contribution to Faulting and Seismicity: Tectonophysical Modeling of Seismic Zone, All-Russian Conf. Proc.: Faulting and Seismicity in Lithosphere—Tectonophysical Concept and Aftereffects, Irkutsk, 2009.
6. Prejean, S.G. and Hill, D.P., Dynamic Triggering of Earthquakes, Meyers R. (Ed.), Encyclopedia of Complexity and Systems. Sci., Springer, N. Y., 2009, pp. 2600–2621.
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8. Leonov, M.G., Kocharyan, G. G. Revuzhenko, A.F., and Lavrikov, S.V., Tectonics of Rock Loosening: Geological Data and Physics of the Process, Geodynamics and Tectonophysics., 202o, vol. 11, no. 3, pp. 491–521.
9. Scholz, C.H., Tan, Y.J., and Albino, F., The Mechanism of Tidal Triggering of Earthquakes at Mid-Ocean Ridges, Nature Commun., 2019, vol. 10.
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13. Bobryakov, A.P., Kosykh, V.P., and Revuzhenko, A.F., Trigger Initiation of Elastic Energy Relaxation in High-Stress Geomedium, Journal of Mining Science, 2015, vol. 51, no. 1, pp. 10–16.
14. Bobryakov, A.P., Modeling Trigger Effects in Faulting Zones in Rocks, Journal of Mining Science, 2013, vol. 49, no. 6, pp. 873–880.
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16. Kuksenko, V., Tomilin, N., and Chmel, A., The Role of Driving Rate in Scaling Characteristics of Rock Fracture, J. Stat. Mech., 2005, P06012.
17. Lei, X. and Satoh, T., Indicators of Critical Point Behavior Prior to Rock Failure Inferred from Pre-Failure Damage, Tectonophys., 2007, vol. 431, pp. 97–111.
18. Chen, Y., Observation of Microcracks Patterns in Westerly Granite Specimens Stressed Immediately before Failure by Uniaxial Compressive Loading, Chinese Rock. Mech. Eng., 2008, vol. 27, pp. 2440–2448.


EFFECT OF DISCONTINUITIES ON ELASTIC WAVE VELOCITIES IN HIGH-STRESS ROCK SAMPLES: EXPERIMENTAL RESEARCH USING ULTRASONIC INTERFEROMETRY
P. V. Nikolenko and M. G. Zaitsev

National University of Science and Technology—NUST MISIS, Moscow, 119049 Moscow
e-mail: p.nikolenko@misis.ru

The scope of the experimental research embraces velocities of elastic waves in rock samples before and after formation of a horizontal main crack. In undamaged samples, there is no essential change in the elastic wave velocity as the axial pressure increases from 0 to 20 MPa. The main crack having its surfaces approaching gradually leads to the increase in the elastic wave velocity. Aimed to improve sensibility of kinematic ultrasonic parameters relative to mechanical stresses, the coda wave interferometry algorithm is implemented as an analysis of times of the first arrivals of multiply scattered waves. With the mentioned algorithm, sensibility of the ultrasonic control grows considerably even in uniform samples.

Stress–strain behavior, rocks, ultrasound, coda wave, crack, control

DOI: 10.1134/S1062739122060084 

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19. Stahler, S.C., Sens-Schonfelder, C., and Niederleithinger, E., Monitoring Stress Changes in a Concrete Bridge with Coda Wave Interferometry, J. Acoust. Soc. Am., 2011, vol. 129, no. 4, pp. 1945–1952.
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DESIGNING BLAST PATTERN FOR PITWALL ROCK MASS
S. N. Zharikov and V. A. Kutuev

Institute of Mining, Ural Branch, Russian Academy of Sciences, Yekaterinburg, 620075 Russia
e-mail: 333vista@mail.ru

The article describes the decision-making concept for the systemic blasting in open pit mining at structurally complex mineral deposits. The authors discuss approaches to determining allowable seismic impact in rocks having different strength characteristics.

Rock fracture, blasting, perimeter blasting, slot raise, jointing, higher permeability zones, explosion seismics, drilling-and-blasting technology adaptation

DOI: 10.1134/S1062739122060096 

REFERENCES
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11. Zharikov, S.N. and Kutuev, V.A., About Order of Comprehensive Solving the Seismic and Pre-Splitting Issues for Drill-and-Blasting Open-Pits, Trigger Effects in Geosystems: Proc. 5th Int. Conf., Moscow: Springer Nature, 2019, pp. 437–445.
12. Zharikov, S.N. and Kutuev, V.A., Nomogram Construction for Drilling and Blasting Design in Pitwall Rock Mass, Izv. TulGU. Nauki o Zemle, 2020, no. 3, pp. 161–171.
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14. Kozyrev, A.A., Kaspar’yan, E.V., and Fedotova, Yu.V., Concept of a Unique Complex Geomechanical Monitoring System When Mining in Hard Rock Masses, Mining Informational and Analytical Bulletin—GIAB, 2016, no. 4, pp. 168–191.
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EXPERIENCE OF DRILLING-AND-BLASTING IN DIAMOND FIELDS IN YAKUTIA
S. V. Kovalevich, I. V. Zyryanov, and V. I. Chernobay

Yakutniproalmaz Institute, ALROSA, Mirny, Republic of Sakha (Yakutia), 678174 Russia
e-mail: institute-yna@alrosa.ru
Polytechnical Institute—Division, Ammosov North-Eastern Federal University,
Mirny, Republic of Sakha (Yakutia), 678174 Russia
Saint-Petersburg Mining University, Saint-Petersburg, 199106 Russia
e-mail: chernobay_vi@pers.spmi.ru

The article describes semi-commercial testing of different technologies and facilities which ensure the required level of mining efficiency and quality of diamond-bearing ore. The use of the column charge explosives with radial clearance and air-split emulsion explosives allows stress state control in rock mass and reduces zones of high risk of crystal damage. The chain charge explosives appear to be a clever engineering idea for difficult mining conditions. The authors review the modern methods of drilling-and-blasting at mining sites of ALROSA.

Mine, open pit mine, kimberlite ore, explosive rupture, detonation velocity, slot raise, grain size composition, stemming, locking arrangement, charge formation, impact wave attenuation, radial clearance, holding device, wet boreholes

DOI: 10.1134/S1062739122060102 

REFERENCES
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DEVELOPMENT OF SEISMIC ACTIVITY ZONES IN UNDERMINED ROCK MASS IN HYBRID OPENCAST/UNDERGROUND MINING IN KIROVSK MINE
I. E. Semenova, S. A. Zhukova, and O. G. Zhuravleva

Institute of Mining, Kola Science Center, Russian Academy of Sciences, Apatity, 184209 Russia
e-mail: i.semenova@ksc.ru

The seismic activity in undermined rock mass in a mine at the Khibiny Massif is analyzed over the period from 2008 to 2020. The influences on deformation, tensile fracturing and caving in undermined rock mass are revealed. Three zones of deformation of different nature and velocity are identified in undermined rock mass in Kirovsk Mine: the zone at the juncture of underground and opencast mining; the zone of overhanging rocks; the zone of two- and three-side buttress at the edges of operating deposits. It is found that mining with head-on fronts, with formation of a support pillar and with overhanging of an uncaved rock mass beam is adverse. The pillar collapses later on and deformation of the pillar-supported rock mass during breaking of the butt section on sublevels occurs in the dynamic mode with high seismic activity both in terms of the number of seismic events and their energy emission. It is found that the width of the seismic activity band and the caving pitch of the overhang depend on the height of undermined rock mass.

Geodynamic risk control, stress–strain behavior, close-spaced deposits, large-scale mining, numerical modeling, tectonic-stress rock mass, seismic monitoring

DOI: 10.1134/S1062739122060114 

REFERENCES
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INVESTIGATING THE USABILITY OF PYROTECHNIC ROCK BREAKER MATERIALS IN NATURAL STONE QUARRYING
A. Gunes, S. Demirdag, E. O. Demirbas, and C. O. Uner

Barla Marble Inc. Co., Isparta, Turkey
Mining Engineering Department, Graduate School of Natural and Applied Sciences,
Suleyman Demirel University, Isparta, Turkey
Mining Engineering Department, Suleyman Demirel University, Isparta, Turkey
e-mail: servetdemirdag@sdu.edu.tr
Onurtas Pyrotechnic Materials Inc. Co, Isparta, Turkey

This study describes two different methods only using “hydraulic hammer” and secondly “pyrotechnic rock breaker with hydraulic hammer” in combination used in Beige limestone quarry to find which one was the better method. The performance analyses were investigated by making in-situ measurements and observations such as unit time, unit cost, investment expenses, vibration values, sound measurements, work safety and environmental aspects approach were carried out to determine the advantages and disadvantages of these methods. In this study, the use of pyrotechnic rock breaker with hydraulic hammer method for waste rock excavation in Beige quarry was investigated for the first time and it was concluded that excavation capacity of hydraulic hammer was 52.21 m3/h after loosening of waste rock areas with pyrotechnic rock breaker and 31.61 m3/h in non-loosened areas. With the use of pyrotechnic rock breaker, the excavating performance of the hydraulic hammer had increased nearly 65%. As a result of less work of hydraulic hammer, faults were reduced, fuel consumption was decreased, operator satisfaction was increased and most importantly the lifespan of excavators was also increased about 60% in the process of excavating waste rock. Moreover, no vibration value could be recorded and minimal fly rocks were observed.

Pyrotechnic rock breaker, hydraulic hammer, waste rock, loosening pattern, environmental effects

DOI: 10.1134/S1062739122060126 

REFERENCES
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MINERAL MINING TECHNOLOGY


PATTERNS AND CONDITIONS OF INTERNAL DUMPING IN OPEN PIT MINING OF BRACHYSYNCLINE-TYPE COALFIELDS
V. L. Gavrilov, V. I. Cheskidov, E. A. Khoyutanov, A. V. Reznik, and N. A. Nemova

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091 Russia
e-mail: cheskid@misd.ru
Chersky Institute of Mining of the North, Siberian Branch, Russian Academy of Sciences, Yakutsk, 677980 Russia
e-mail: khoiutanov@igds.ysn.ru

The authors review the application range and parameters of internal dumping in open pit mining of brachysyncline-type coalfields. Specifics of the technology is described. The factors that govern the volume of internal dumping are identified. The possible ways of increasing the volume of internal dumping are shown. The methods and means for increasing the intake capacity of internal dumps are revealed. The ecological and economic advantages of internal dumping are discussed.

Brachysyncline-type coalfields, open pit mining, overburden rocks, internal dumping, methods, environmental safety

DOI: 10.1134/S1062739122060138 

REFERENCES
1. Selyukov, A.V. and Lopatkin, A.V., Organization and Procedures of Process Designs in Internal Dumping at Open Pit Mines in the Central and Northern Kuzbass, The 10th International Conference Proceedings: Modern Trends and Innovations in Science and Production, 2021, pp. 165.1–165.8.
2. Rudrajit, M. and Serkan, S., Surface Coal Mining Methods in Australia, Min. Methods, 2012, pp. 1–22.
3. Peng, H. and Zhang, D., Research on Inpit Dumping Height During Tracing Mining Period Between Two Adjacent Surface Coal Mines, Advances Civil Eng., 2018, pp. 1–8.
4. Cheskidov, V.I., Gavrilov, V.L., Khoyutanov, E.A., Reznik, A.V., and Nemova, N.A., Specifics of Open Pit Mining in Brachysyncline-Type Coalfields, Journal of Mining Science, 2022, vol. 58, no. 4, pp. 561–570.
5. Kelly, M. and Roxburgh, A., Waste Dump Optimization at the Mt Arthur North Coal Project, Hunter Valley, Proc. Fourth Biennial Conf. Strategic Mine Planning, 26–28 March, 2001, Austral. Inst. Min. Metall. Publication Series, 2001, no. 1, pp. 1–6.
6. Tubed Coal Mining Project (6.0 MTY), Jharkhand, India. Pre-Feasibility Report, pp. 1–14. Available at: http://environmentclearance.nic.in/writereaddata/Online/TOR/09_Jun_2017_160753283GHK1ERKSprefeasibilityReport.pdf.
7. Levchenko, Ya.V., Variation Patterns in Transportation in Rock Lifting in High Zones in Open Pit Mines, Mining Informational and Analytical Bulletin—GIAB, 2020, Special Issue 5–18, pp. 3–14.
8. Cheskidov, V.I. and Norri, V.K., Mining of U-Shaped Hard Mineral Deposits, Journal of Mining Science, 2015, vol. 51, no. 5, pp. 529–534.
9. Zarovnyaev, B.N., Il’in, A.A., and Shubin, G.V., Integrated Geotechnology for Coal Mining, Usp. Sovr. Estestvozn., 2021, no. 12, pp. 114–119.
10. Gavrilov, V.L and Tkach, S.M., Digital Technologies in Mining under Conditions of Instability, Uncertainty, Complexity and Ambiguity Mining Informational and Analytical Bulletin—GIAB, 2019, Special Issue 37, pp. 112–121.
11. Melekhov, D.P., Suprun, V.I., Pastikhin, D.V., Radchenko, S.A., Levchenko, Ya.V., and Panchenko, O.L., Concept and Order of Mining of Large Brachysyncline-Type Coalfields, Ugol’, 2013, no. 6, pp. 22–26.
12. Burtsev, S.V., Matveev, A.V., Suprun, V.I., Radchenko, S.A., and Levchenko, Ya.V., Determination of Parameters and Zones of Use of Permanent Roads Cut from the Side of Highwall in Open Pit Mines, Ugol’1, 2018, no. 3, pp. 43–49.
13. Suprun, V.I., Radchenko, S.A., Levchenko, Ya.V., Voroshilin, K.S., Mininbaev, R.R., and Morozova, T.A., Dumping Mechanisms in Large Coalfield Mining, Ugol’, 2017, no. 7, pp. 32–38.
14. Cheskidov, V.I. and Reznik, A.V., Specifics of Internal Overburden Dumping in Open Pit Mining, Journal of Mining Science, 2022, vol. 58, no. 2, pp. 227–233.
15. Fisenko, G.L., Ustoichivost’ bortov kar’erov i otvalov (Slope Stability of Pitwall and Dumps), Moscow: Nedra, 1965.
16. Kutepov, Yu.I., Kutepova, N.A., Mukhina, A.S., Moseikin, V.V., Geological, Geotechnical and Geoecological Problems of Reclamation of Land Disturbed by Dumping in Open Pit Coal Mining in Kuzbass, Mining Informational and Analytical Bulletin—GIAB, 2022, no. 5, pp. 5–24.
17. Vasil’eva, A.D., Stability of High Dumps in Kuzbass, Lomonosov-2017 Int. Scientific Youth Forum Proceedings, Moscow: MAKS Press, 2017.
18. O sostoyanii i ob okhrane okruzhayushchei sredy Rossiiskoi Federatsii v 2020 godu. Gosudarstvennyi doklad (Environmental Protection in the Russian Federation in 2020: State Report), Moscow: MGU, 2021.
19. Naumov, I.V., Analysis of Spatial Disproportions During Land Disturbance and Reclamation in Russia, IZV. UGGU, 2019, issue 4, pp. 142–151.


SUBLEVEL STOPING WITH CEMENTED PASTE BACKFILL IN WEAK ROCK MASS ZONES
V. I. Golik, O. Z. Gabaraev, and A. O. Kudrya

North Caucasus State Technological University, Vladikavkaz, 362021 Russia
e-mail: v.i.golik@mail.ru
Moscow Polytechnic University, Moscow, 107023 Russia
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091 Russia

For structurally complex orebodies in weak zones of enclosing rock mass, a variant of the sublevel stoping technology with cemented paste backfill is proposed. On the ground of the in-situ data, the analytical relations are constructed to determine stability of artificial roof and sidewalls in stopes. It is found that backfill possessing the uniaxial compressive strength of 3 MPa preserves stability in the course of extraction of ore from adjacent stopes and in mining on the lower lying level. The recommendations on backfilling are given.

Mineral deposit, underground mining, stress, ore, rocks, backfill, rock mass, small thickness, perimeter blasting

DOI: 10.1134/S106273912206014X

REFERENCES
1. Valiev, N.G., Propp, V.D., and Vandyshev, A.M., UGGU’s Mining Department’s 100th Anniversary, Izv. vuzov. Gornyi Zh., 2020, no. 8, pp. 130–143.
2. Golik, V., Komashchenko, V., Morkun, V., and Burdzieva, O., Simulation of Rock Mass Tension in Ore Underground Mining, Metal. Min. Industry, 2016, no. 7, pp. 76–79.
3. Huang, P., Zhang, J., Spearing, A. J. S., Li, M., Yan, X., and Liu, S., Deformation Response of Roof in Solid Backfilling Coal Mining Based on Viscoelastic Properties of Waste Gangue, Int. J. Min. Sci. Technol., 2021, vol. 31, no. 2, pp. 279–289.
4. Golik, V.I., Kachurin, N.M., Stas’, G.V., and Liskova, M.Yu., Nature- and Resource-Saving Technologies for Underground Mining of Structurally Complex Ore Deposits, Bezop. Truda Prom., 2022, no. 9, pp. 22–27.
5. Golik, V.I. and Titova, A.V., Modeling Sadon Ore Mining Performance, Gorn. Prom., 2022, no. 4, pp. 82–87.
6. Lyashenko, V.I., Khomenko, O.E., and Golik, V.I., Nature- and Resource-Saving Technologies of Underground Ore Mining in Energy-Disturbed Rock Masses, Gorn. Nauki Tekhnol., 2020, vol. 5, no. 2, pp. 104–118.
7. Valiev, N.G., Berkovich, V.Kh., Propp, V.D., and Borovikov, E.V., Practice of Improvement of Horizontal Cutting with Hydraulic Backfill at Steeply Dipping Lode Deposit, Izv. TGU. Nauki o Zemle, 2020, no. 1, pp. 171–182.
8. Eremeeva, Zh.V., Sharipzyanova, G.Kh., Nitkin, N.M., Krikhtin, V.V., Ter-Vaganyants, Yu.S., and Dakhnova, T.V., Effect of Nature and Mixing Technology of Nano Particles on Mechanical Properties of Powered Alloy-Treated Steel SP60KHGS, Nanotekhn.: Nauka Proizv., 2016, no. 3, pp. 57–76.
9. Panov, V.S., Eremeeva, Zh.V., Ivanov, S.A., Skorikov, V.A., Sharipzyanova, G.Kh., Nitkin, N.M., and Ter-Vaganyants, Yu.S., Effect of Nature and Mixing Technology of Nano Particles on Tribological Properties of Powered Alloy-Treated Steel SP60KHGS, Nanotekhn.: Nauka Proizv., 2016, no. 4, pp. 15–21.
10. Panov, V.S., Eremeeva, Zh.V., Skorikov, V.A., Mikheev, G.V., Sharipzyanova, G.Kh., Nitkin, N.M., and Ter-Vaganyants, Yu.S., Effect of Nature and Mixing Technology of Nano Particles on Mechanical Properties of Powered Steel SP70, Perspektivn. Materialy, 2015, no. 7, pp. 30–41.
11. Protosenya, A.G. and Kuranov, A.D., Procedure of Rock Mass Stress–Strain State Forecasting in Hybrid Mining of the Koashvin Deposit, Gornyi Zhurnal, 2015, no. 1, pp. 67–71.
12. Neverov, A.A., Neverov, A.S., Tapsiev, A.P., Shchukin, S.A., and Vasichev, S.Yu., Substantiation of Geotechnologies for Underground Ore Mining Based on the Model Representations of Change in the Natural Stress Parameters, Journal of Mining Science, 2019, vol. 55, no. 4, pp. 582–595.
13. Shaposhnik, Yu.N., Neverov, A.A., Neverov, A.S., and Nikol’sky, A.M., Assessment of Influence of Voids on Phase II Mining Safety at Artemievsk Deposit, Journal of Mining Science, 2017, vol. 53, no. 3, pp. 524–532.
14. Kachurin, N.M., Stas’, G.V., Korchagina, T.V., and Zmeev, M.V., Geomechanical and Gas-Dynamic Consequences of Surface Undermining in Mining Allotments in East Donbass, Izv. TGU. Nauki o Zemle, 2017, no. 1, pp. 170–182.
15. Batugin, A.S., Shevchuk, S.V., Shermatova, S.S., Golovko, I.V., and Byambasuren Zunduizhamts, Geoecological Hazard Monitoring in Geodynamic Interaction of Mining Objects, Mining Information and Analytical Bulletin—GIAB, Special Issue 10–1, pp. 63–73.
16. Rybak, J., Gorbatyuk, S., Bujanovna-Syuryun, K., Khairutdinov, A., Tyulyaeva, Y., and Makarov, P., Utilization of Mineral Waste: A Method for Expanding the Mineral Resource Base of a Mining and Smelting Company, Metallurgist, 2021, vol. 64, pp. 851–861.
17. Zaalishvili, V.B., Melkov, D.A., Dzeranov, B.V., Morozov, F.S., and Tuaev, G.E., Integrated Instrumental Monitoring of Hazardous Geological Processes under the Kazbek Volcanic Center, Int. J. Geomate, 2018, vol. 15, no. 47, pp. 158–163.
18. Zuev, B.Yu., Zubov, V.P., and Fedorov, A.S., Application Prospects for Models of Equivalent Materials in Studies of Geomechanical Processes in Underground Mining of Solid Minerals, Eurasian Min., 2019, no. 1, pp. 8–12.
19. Fisenko, G.L., Predel’nye sostoyaniya gornykh porod vokrug vyrabotok (Limiting State of Rock Mass around Underground Openings), Moscow: Nedra, 1976.
20. Fisenko, G.L., Strength Characteristics of Rock Mass, Mekhanika gornykh porod i marksheiderskoe delo (Rock Mechanics and Surveying), Moscow: Ugletekhizdat, 1959.
21. Roginsky, V.M., Provedenie gornorazvedochnykh vyrabotok (Drivage of Prospecting Openings), Moscow: Nedra, 1987.
22. Slesarev, V.D., Mekhanika gornykh porod i rudnichnoe kreplenie (Rock Mechanics and Mine Support), Moscow: Ugletekhizdat, 1952.
23. Aizhong Lu, Ning Zhang, and Guisen Zeng, An Extension Failure Criterion for Brittle Rock, Deep Rock Behavior Eng. Env., 2020, vol. 2020, pp. 1–12.
24. Wang, Li and Zhang Xiu-feng, Correlation of Ground Surface Subsidence Characteristics and Mining Disasters under Super-Thick Overlying Strata, J. China Coal Soc., 2009, vol. 34, vo. 8, pp. 1048–1051.
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26. Shabanimashcool, M. and Li, C., Analytical Approaches for Studying the Stability of Laminated Roof Strata, Int. J. Rock Mech. Min. Sci., 2015, no. 79, pp. 99–108.


UNDERMINED ROCK FAILURE IN APATITE MINES IN KHIBINY: TOPICAL PROBLEMS
I. E. Semenova, I. M. Avetisyan, O. G. Zhuravleva, and O. V. Belogorodtsev

Mining Institute, Kola Science Center, Russian Academy of Sciences, Apatity, 184209 Russia
e-mail: i.semenova@ksc.ru

The article highlights the urgency of studying processes of deformation, displacement and collapse of undermined strata at rockburst-hazardous deposits of the Khibiny Massif with regard to geomechanical and geodynamic risks. The authors analyze failure specifics in undermined strata under the action of tectonic stresses, which consists in impeding of fracturing due to subhorizontal compression. It is found that as the thickness of ore bodies decreases and their dip angle grows at great depths, the pitch of failure increases. The problems to be solved to continue extraction of apatite–nepheline ore at minimized induced risks and at the preserved economic efficiency are listed.

Tectonically-stressed rock mass, rockburst-hazardous deposits, undermined overburden rock mass failure, stress–strain behavior, seismic activity, underground mining systems

DOI: 10.1134/S1062739122060151 

REFERENCES
1. Volchenko, G.N., Seryakov, V.M., and Fryanov, V.N., Geomechanical Substantiation of the Resource-Saving Alternatives of the Induced Block Caving Method, Journal of Mining Science, 2012, vol. 48, no. 4, pp. 709–716.
2. German, V.I., Rock Failure Prediction in Mines by Seismic Monitoring Data, Journal of Mining Science, 2014, vol. 50, no. 2, pp. 288–297.
3. Eremenko, A.A., Mashukov, I.V., and Eremenko, V.A., Geodynamic and Seismic Events under Rockburst-Hazardous Block Caving in Gornaya Shoria, Journal of Mining Science, 2017, vol. 53, no. 1, pp. 65–70.
4. Gromov, E.V., Bilin, A.L., Belogorodtsev, O.V., and Nagovitsin, G.O., Substantiation of Mining-and-Transportation System Type and Parameters for Mining of Ore Deposits in the Conditions of the Kola Peninsula, Journal of Mining Science, 2018, vol. 54, no. 4, pp. 591–598.
5. Kozyrev, A.A., Panin, V.I., Semonova, I.E., and Zhuravleva, O.G., Geodynamic Safety of Mining Operations under Rockburst-Hazardous Conditions in the Khibiny Apatite Deposits, Journal of Mining Science, 2018, vol. 54, no. 5, pp. 734–743.
6. Barton, N., Lien, R., and Lunde, J., Engineering Classification of Rock Masses for Design of Tunnel Support, Rock Mech., 1974, no. 6, pp. 189–236.
7. Bieniawski, Z.T., Rock Mass Classification in Rock Engineering, Symposium Proceedings on Exploration for Rock Engineering, 1976, 1, pp. 97–106.
8. Laubscher, D.H., Cave Mining—The State of the Art, J. South African Institute of Min. and Metallurgy, 1994, no. 94 (10), pp. 279–293.
9. Kozyrev, A.A., Semenova, I.E., and Avetisyan, I.M., Variation in Caving Behavior in Undermined Rocks Mass in Deeper Level Mining at Kukisvumchorr Deposit of Apatit JSC, GIAB, 2011, no. 5, pp. 11–20.
10. Semenova, I.E., Avetisyan, I.M., and Zemtsovsky, A.V., Geomechanical Modeling of Deep-Level Mining under Difficult Geological and Geodynamic Conditions, Mining Information and Analytical Bulletin—GIAB, 2018, no. 12, pp. 65–73.
11. Zhukova, S., Korchak, P., Streshnev, A., and Salnikov, I., Geodynamic Rock Condition, Mine Workings Stabilization During Pillar Recovery at the Level + 320 m of the Yukspor Deposit of the Khibiny Massif, Problems of Complex Development of Georesources, E3S Web of Conf., 2018, vol. 56.
12. Kozyrev, A.A., Lukichev, S.V., Nagovitsyn, O.V., and Semenova, I.E., Geomechanical and Geotechnical Modeling as a Tool to Improve Safety in Solid Mineral Mining, GIAB, 2015, no. 4, pp. 73–83.
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14. Dik, Yu.A., Kotenkov, A.V., and Tankov, M.S., Praktika opytno-promyshlennykh ispytanii tekhnologii razrabotki rudnyh mestorozhdenii (Practice of Pilot Testing of Ore Mining Technologies), Yekaterinburg: UrFU, 2014.
15. Nesterov, Yu.V. and Petrukhin, N.P., Sozdanie i razvitie mineral’no-syr’evoi bazy otechestvennoi atomnoi otraski (Creation and Increase in Mineral Resources in the National Nuclear Power Sector), Moscow: Atlant-S, 2017.
16. Kuz’min, E.V., In-Seam Backfill Using Uranium Production Tailings at Priargunsky Industrial Mining and Chemical Union, Underground Mineral Mining Technologies: Int. Conf. Proc., Moscoq, 2016.


SCIENCE OF MINING MACHINES


THERMAL PROCESSES IN ELECTROMAGNETIC PERCUSSION ASSEMBLY OF DOWNHOLE PULSE VIBRATION EXCITER
B. F. Simonov, A. O. Kordubailo, A. E. Grachev, A. A. Leutkin, and E. M. Pozdnyakova

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: Simonov_bf@mail.ru

The authors investigate thermal processes in an electromagnetic percussion assembly of a downhole pulse vibration exciter at the rated energy mode in the naturally cooled air environment and at different methods of heat energy transmission from the coil to the body. The interrelation is found between the coil and body temperature, external cooling, duty cycle and the coil–body expansion gap when it is filled with air or oil. Based on the obtained results, the duty cycle of the vibration exciter in a well is calculated when the body of the electromagnetic percussion assembly is cooled with flow water.

Body, piston, coil, electromagnet, expansion gap, average current, thermal conductivity, heat transfer

DOI: 10.1134/S1062739122060163 

REFERENCES
1. Dyblenko, V.P., Marchukov, Å.Yu., Tufanov, I.À., Sharifullin, R.Ya., and Evchenko, V.S., Volnovye tekhnologii i ikh ispolzovanie pri razrabotke mestorozhdenii nefti s trudnoizvlekayemymi zapasami. Kn. 1 (Wave Technologies and their Use in the Exploitation of Oil Fields with Poorly Recoverable Reserves. Book 1), Moscow: RAEN, 2012.
2. Oparin, V.N., Simonov, B.F., Yushkin, V.F., Vostrikov, V.I., Pogarskii, Yu.V. and Nazarov, L.A., Geomekhanicheskie i tekhnicheskie osnovy uvelicheniya nefteotdachi plastov v vibrovolnovykh tekhnologiyakh (Geomechanical and Engineering Foundations of Enhanced Oil Recovery in Vibrowave Technologies), Novosibirsk: Nauka, 2010.
3. Kurlenya, Ì.V., Pen’kovskii, V.I., Savchenko, À.V., Evstigneev, D.S., and Korsakova, N.Ê., Development of Method for Stimulating Oil Inflow to the Well during Field Exploitation, Journal of Mining Science, 2018, vol. 54, no. 3, pp. 414–422.
4. Kordubailo, À.Î. and Simonov, B.F., Downhole Periodic Electromagnetic Seismic Source Designs, Journal of Mining Science, 2020, vol. 56, no. 5, pp. 810–817.
5. Simonov, B.F., Kordubailo, À.Î., Neiman, V.Yu., and Polishchuk, À.Å., Processes in Linear Pulse Electromagnetic Motors of Downhole Vibration Generators, Journal of Mining Science, 2018, vol. 54, no. 1, pp. 61–68.
6. Miroshnichenko, A.N. and Shlenkin, O.G., Issledovanie teplootdachi korpusnykh detalei elektromagnitnykh mashin udarnogo deistviya. Elektricheskie mashiny udarnogo deistviya (Heat Transfer from Body Parts of Electromagnetic Percussion Machines. Electrical Percussion Machines), Novosibirsk: Nauka, 1969.
7. Zhukovsky, V.S., Osnovy teorii teploperedachi (Fundamentals of Thermal Transmission Theory), Leningrad: Energiya, 1969.
8. Zalesskii, À.Ì. and Kukekov, G.À., Teplovye raschety elektricheskikh apparatov (Thermal Calculations of Electrical Machines), Leningrad: Energiya, 1967.
9. Filippov, I.F., Teploobmen v elektricheskikh mashinakh (Heat Exchange in Electrical Machines), Leningrad: Energoatomizdat, 1986.


MINERAL DRESSING


POTENTIAL FOR IMPROVEMENT OF FLUORITE CONCENTRATE QUALITY IN REPROCESSING OF MANMADE MATERIALS
L. A. Kienko, O. V. Voronova, and S. A. Kondrat’ev

Khabarovsk Federal Research Center, Far East Branch, Russian Academy of Sciences,
Khabarovsk, 680000 Russia
e-mail: kienkola@rambler.ru
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: kondr@misd.ru

The authors discuss concentration of fluorite from waste at Yaroslavskaya Mining Company. The waste accumulated in the tailings storage for the long operating period contain 11.6–20.7% of fluorite. Old tailings have specific process properties because the initial ore has experienced certain physicochemical treatment during primary processing, and owing to long storage. The package of balanced effects which ensure selective recovery of fluorite is substantiated. The obtained concentrates contain up to 95% CaF2. Production of fluorite concentrates at maximal removal of silicon dioxide, which is a strictly restricted impurity, is discussed. The ways of improving the processing circuit are proposed, and the efficiency of electrochemical treatment of the pulp fluid phase at the final stages of recleaning is proved. It is found to be possible to reduce the silicon dioxide content of the concentrates to 1.25–0.99%.

Manmade materials, fine dissemination, fluorite, flotation, shielding coating, micaceous impurities, fine milling, electrolysis

DOI: 10.1134/S1062739122060175 

REFERENCES
1. Kienko, L.À. and Voronova, Î.V., On the Problem of Expanding Raw Material Base for the Production of Fluorite Concentrates in Primorye Territory, Gornyi Zhurnal, 2015, no.2, pp. 69–71.
2. Chanturia, V.À. and Shadrunova, I.V., Innovations in Deep and Environmentally Safe Processing of Manmade Raw Materials in the Context of New Technological Challenges, Problems of Comprehensive and Environmentally Safe Processing of Natural and Manmade Minerals: Proc. Int. Meeting (Plaksin’s Lectures), Vladikavkaz, 2021.
3. Gorlova, Î.Å. and Shadrunova, I.V., Development of Methodological Foundations and Justification of Parameters for Resource-Saving Environmentally Oriented Processing of Mining and Industrial Waste Using Combined Technologies, Problems of Comprehensive and Environmentally Safe Processing of Natural and Manmade Minerals: Proc. of Int. Meeting (Plaksin’s Lectures), Vladikavkaz, 2021.
4. Kienko, L.À., Voronova, Î.V., and Kondrat’ev, S.À., Effect of Composition of Grouped Collectors on Flotation of Mining Waste at Yaroslavskaya Mining Company, Journal of Mining Science, 2021, vol. 57, no. 4, pp. 674–680.
5. Kondrat’ev, S.À., Rostovtsev, V.I., and Kovalenko, Ê.À., Development of Environmentally Safe Technologies for Comprehensive Processing of Rebellious Ores and Manmade Waste, Gornyi Zhurnal, 2020, no. 5, pp. 39–46.
6. Kienko, L.À., Samatova, L.À., Voronova, Î.V., and Plyusnina, L.N., The Use of Collector Mixtures in Flotation of Finely Disseminated Carbonate-Fluorite Ores, Obogashchenie Rud, 2009, no. 3, pp. 25–28.
7. Shepeta, Å.D., Ignatkina, V.À., Kondrat’ev, S.À., and Samatova, L.À., Flotation of Calcium Minerals with Combination of Reagents of Different Molecular Structure, Journal of Mining Science, 2019, vol. 55, no. 6, pp. 970–983.
8. Sekisov, À.G., Lavrov, À.Yu., and Rasskazova, À.V., Fotokhimicheskie i elektrokhimicheskie protsessy v geotekhnologii (Photochemical and Electrochemical Processes in Geotechnology), Chita: ZabGU, 2019.
9. Nefedov, V.G. and Atapin, À.G., Analysis of the Conditions for Bubble Nucleation in Water Electrolysis, Voprosy Khim. Khim. Tekhnol., 2019, no. 4, pp. 120–126.
10. Chanturia, V.À., Medyanik, N.L., Shadrunova, I.V., Mishurina, Î.À., and Mullina, E.R., Conditions of Bubbling in Electrolytic Flotation, Journal of Mining Science, 2019, vol. 55, no. 3, pp. 414–419.
11. Gerasimov, À.Ì. and Arsent’ev, V.À., Layered Silicates and their Influence on Mineral Processing, Obogashchenie Rud, 2018, no. 5, pp. 22–28.
12. Kienko, L.À. and Voronova, Î.V., Problems of Reducing Silicon Dioxide Content in Fluorite Concentrates in Processing of Manmade Materials, GIAB, 2019, no. 30, pp. 50–56.
13. Zhang, G., Gao, Y., Chen, W., and Liu, D., The Role of Water Glass in the Flotation Separation of Fine Fluorite from Fine Quartz, Miner., 2017, vol. 7, no. 9, pp. 157–168.
14. Zhou, W., Moreno, J., Torres, R., Valle, H., and Song, S., Flotation of Fluorite from Ores by Using Acidized Water Glass as Depressant, Miner. Eng., 2013, vol. 45, pp. 142–145.
15. Kopylova, À.Å. and Prokhorov, Ê.V., Studying the Possibility to Process Manmade Minerals by Electric Flotation, Proc. Int. Sci. School for Young Scientists and Specialists, Moscow, 2021.
16. Prokhorov, K.V. and Sekisov, A.G., RF patent no. 2744685, Byull. Izobret., 2021, no. 2.


MASS TRANSFER OF BASE METALS IN UPWARD PENETRATION OF SOLUTIONS IN TAILING DUMPS
A. G. Mikhailov, I. I. Vashlaev, and E. V. Morozov

Institute of Chemistry and Chemical Technology, Siberian Branch, Russian Academy of Sciences,
Krasnoyarsk, 660036 Russia
e-mail: mag@icct.ru
Kirensky Institute of Physics, Krasnoyarsk, 660036 Russia

The article describes the studies into the process of upward mass transfer in flotation tailings with water solutions. The swift-flowing geological process is investigated using the magnetic resonance imaging. The kinetics of water-soluble minerals as well as the structure and substance transformations in the body of tailings are studied for substantiating in-situ formation of the target concentration zones at the tailings surface.

Mass transfer, upward capillary flow, dissolving, leaching, fluid, permeation

DOI: 10.1134/S1062739122060187 

REFERENCES
1. Smirnov, V.V., Geologiya poleznykh iskopaemykh (Mineral Geology), Moscow: Nedra, 1976.
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PRECONCENTRATION APPROACH OF MICA VANADIUM-BEARING STONE COAL BY ADVANCED MINERALOGY ANALYSIS
Liuyi Ren, Zheyi Zhang, Weineng Zeng, and Peipei Wang

School of Resources and Environmental Engineering, Wuhan University of Technology,
Wuhan 430070, China
e-mail: rly1015@163.com
School of Chemical Engineering, The University of Queensland, Brisbane,
Queensland 4072, Australia

In this paper, to prove the vanadium occurrence in the stone coal and obtain a potential technology of vanadium preconcentration, the mineralogical characterization of typical vanadium-bearing stone coal collected from Tongshan, Hubei, PR China was performed based on chemical analysis, X-ray fluorescence (XRF), X-ray diffraction (XRD), and scanning electron microscopy with energy dispersive spectroscopy (SEM-EDS). The results of the roasted ore show that the dominant phases of the stone coal are roscoelite, quartz, feldspar, pyrite and sulfide, the carbon content and calcite. The minor accessory phases consist of smectite and kaolinite, apatite, anatase, and barite. The contents of vanadium, iron, silicon, aluminum and calcium in vanadium-bearing stone coal are 0.65, 3.70, 56.86, 9.00, and 4.87%, respectively. Roscoelite intergrows with other minerals, and it is impregnated by carbon content. The mineralogy of stone coal indicates that these valuable elements are difficult to recover by flotation processes due to their complicated occurrences. Instead, the roasting-gravity separation-classification appear promising in pre-concentrating vanadium from stone coal.

Vanadium, stone coal, mineralogy, gravity separation, pre-concentration

DOI: 10.1134/S1062739122060199 

REFERENCES
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MINING ECOLOGY AND SUBSOIL MANAGEMENT


RECLAMATION OF WASTE STORAGE SITES OF THE MINING INDUSTRY IN THE RUSSIAN FEDERATION
A. V. Edelev, N. V. Yurkevich, V. N. Gureev, and N. A. Mazov

Trofimuk Institute of Petroleum Geology and Geophysics, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630090 Russia
e-mail: EdelevAV@ipgg.sbras.ru
Novosibirsk State Technical University, Novosibirsk, 630087 Russia

The article gives a review of scientific publications and regulatory documents connected with reclamation activities at the sites of waste storage in the mining industry in the Russian Federation. The environmental, economic and social impacts of mining are discussed. The role of reclamation in the recovery of the disturbed lands and ecosystems is illustrated, and the methods and stages of reclamation are described. The main obstacles of reclamation to be successive are revealed. It is highlighted that the spotlight should be on improvement of reclamation legislation to enhance efficiency of rehabilitation measures.

Reclamation, disturbed land, dump, tailings pond, overburden, enclosing rocks, ecology, environmental damage, review

DOI: 10.1134/S1062739122060205 

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INVESTIGATION OF THE EFFECTIVE PARAMETERS OF TRAVERTINE STONES HEALING USING BIO-GROUTING
Aref Fayyazi and Ramin Doostmohammadi

College of Mining Engineering, University of Zanjan, Zanjan, Iran
e-mail: ramin.doostmohammadi@znu.ac.ir

This article examines the optimal components and conditions of bio-grouting (microbial precipitation of calcium carbonate) as a new healing technique for travertine stones. Laboratory tests (determining the calcium carbonate content, porosity, and P-wave velocity ratio) were designed and performed based on the response surface methodology to determine the stone healing potential. Quadratic models were proposed to assess the results. In conclusion, the identical concentrations of urea and calcium chloride (components of bio-grout) and operating at the ambient temperature of 15 centigrade degrees leads to better healing. The treatment quality will decrease if stones are washed with acidic or alkaline solutions.

Stone healing, bio-grouting, laboratory tests, response surface methodology

DOI: 10.1134/S1062739122060217 

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NEW METHODS AND INSTRUMENTS IN MINING


MEASUREMENT EQUIPMENT FOR LABORATORY RESEARCH OF HYDRAULIC FRACTURING
S. V. Serdyukov

Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: ss3032@yandex.ru

The author focuses on the measurement and recording equipment for the laboratory research of hydraulic fracturing in the conditions of rock pressure simulation. The choice of the test values, discretization intervals and observation periodicity is substantiated. The functional flows of the program code in LabView are presented. The program code ensures synchronous multi-point measurements of deformation, breakdown pressure, acoustic and seismic emission, power fluid flow rate, etc. The recommendations on selecting equipment, sensors and research findings for designing measurement and monitoring systems for geodynamic processes are given.

Geomechanics, hydraulic fracturing, laboratory research, equipment, LabView-based measurement equipment, data acquisition, deformation, breakdown pressure, seismic and acoustic emission

DOI: 10.1134/S1062739122060229 

REFERENCES
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7. RF State Standard GOST 22520–85. Pressure, Vacuum and Differential Pressure Sensors with Electrical Analog Output Signals. General Specifications. Moscow: IPK Izd. standartov, 2003.
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