JMS, Vol. 60, No. 5, 2024
GEOMECHANICS
HETEROGENEITY LOCATION IN NEIGHBORHOOD OF UNDERGROUND MINE WORKINGS BY PHASE VELOCITY OF SURFACE SEISMIC WAVE
V. V. Skazka*, M. V. Kurlenya, A. V. Azarov, and A. S. Serdyukov
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
*e-mail: vskazka@gmail.com
This article describes a method to detect and control low-velocity intercalations in rock mass in neighborhood of tunnels and underground mine workings using calculated phase velocities of surface seismic waves. Initial data are synthetic seismograms from numerical modeling of radially symmetric propagation of seismic waves along a mine working. It is shown that overlapping of a low-velocity heterogeneity in rock mass by a higher velocity layer brings no obstacles to the identification of the heterogeneity by the proposed method. Observations over phase velocities of surface seismic waves make it possible to assess rock mass adjacent to underground structures, which is a relevant result from the practical point of view.
Rock mass, seismic monitoring, underground mine working, tunnel, rock mass condition control, surface waves, phase velocities
DOI: 10.1134/S1062739124050016
REFERENCES
1. Kurlenya, M.V., Skazka, V.V., Azarov, А.V., Serdyukov, А.S., and Patutin, А.V., Using Surface Waves for Monitoring Rock Mass Condition around Underground Openings and Structures, Journal of Mining Science, 2022, vol. 58, no. 6, pp. 875–885.
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SCALE FACTORS IN GEOMECHANICS
B. Z. Amusin
Retired, New York, 11235 USA
e-mail: amusinbo@gmail.com
This study addresses the limitations of conventional methods employed in Rock Mass Classifications for establishing scale factors. An innovative approach is introduced to determine scale factors pertaining to rock mass strength, deformation modulus, creep behavior, and angle of internal friction (AIF). Rooted in fractal analysis principles, the approach relies on the constancy of the ratio of block dimension to joint spacing within hierarchical blocky structures. The scale factor for rock mass strength is determined based on insights gleaned from Kim’s models of blocky structures with varying intact strengths of equivalent materials, tested under uniaxial compressive stress. Equations for quantifying the reduction in elastic constants over time are presented. Additionally, the author introduces the creep constant to tackle viscoelastic issues. Furthermore, correlation equations for four types of rock have been formulated to determine the creep constant as a function of modulus elasticity. It was found, based on an elastic-plastic solution, that the ratio of displacements at the opening contour to displacements within the non-elastic zone can be approximated by a function that relies solely on the AIF. This concept was then utilized to determine the AIF of the rock mass through back analysis of field measurements. Examples of this approach under diverse geomechanical conditions are discussed, including observations on the decreasing AIF over time. Furthermore, two hypotheses are posited: Hypothesis A suggests that the scale factor for the same block structure is contingent on intact compressive strength with lower values for hard, brittle rock compared to soft, plastic rock; Hypothesis B proposes that the duration of stress relaxation and creep deformation may escalate with the scale of the rock mass. While the author presents preliminary evidence in support of these hypotheses, further investigation is warranted to pinpoint specific contributing factors.
Rock mass classifications, scale factors, creep, mechanical characteristics of rock mass, fractal analysis
DOI: 10.1134/S1062739124050028
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INFLUENCE OF TEMPERATURE VARIATION WITH DEPTH ON INITIAL STRESS FIELD AND ITS REDISTRIBUTION DURING MINING IN STRATIFIED ROCK MASS
V. M. Seryakov
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
e-mail: vser@misd.ru
The author calculates initial stress state generated under the action of gravity and temperature which changes linearly with depth in stratified rock mass. It is shown that the dominant influence is exerted on the initial stress distribution by the parameter δ which is a ratio of products of triaxial compression moduli and linear expansion factors of rock layers. In two-layer rock mass, when δ calculated as a ratio of thermomechanical characteristics of the upper and lower layers is higher than one, the temperature effect results that the tensile vertical stresses are induced in the lower layer; when suchwise calculated δ is lower than one, the compressive vertical stresses arise in the lower layer. In case of a great divergence of δ from one, in the lower layer, the initial vertical and horizontal stresses increase jump-wise, and the stress pattern resembles a hydrostatic stress distribution. The author performed mathematical modeling of thermal stress field redistribution during advancing undercut-and-fill operations. The software used in the calculations took into account the backfill sequence. The features of stresses in enclosing rock mass and in backfill were revealed.
Rock temperature, great depths, stratified rock mass, initial stress state, thermophysical and mechanical characteristics, mathematical modeling, mined-out stope, backfill, operation sequence
DOI: 10.1134/S106273912405003X
REFERENCES
1. Goncharov, S. A., Termodinamika (Thermodynamics), Moscow: MGGU, 2002.
2. Seryakov, V.M., Thermal Stress State in the Vicinity of Underground Roadways, Journal of Mining Science, 2023, vol. 59, no. 6, pp. 901–910.
3. Sergunin, M.P. and Eremenko, V.A., Determining Parameters of Original Stress Field in Rock Mass in Zapolyarny Mine, Mining Informational and Analytical Bulletin—MIAB, 2019, no. 4, pp. 63–74.
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ESTIMATION OF LOAD-BEARING CAPACITY OF MINE SHAFT TUBING IN SALT ROCKS
V. V. Tarasov*, V. N. Aptukov**, O. V. Ivanov, and P. V. Nikolaev
VNII Galurgii JSC, Perm, 614000 Russia
*e-mail: Vladislav.Tarasov@uralkali.com
Perm State National Research University, Perm, 614000 Russia
**e-mail: Aptukov@psu.ru
The article describes the calculated temporal development of the stress–strain behavior for the tubing support–concrete lining–rock mass using a finished 3D numerical model. The model passed verification with the help of laser scanning data on tubing support in two shafts. The factors of safety are obtained in terms of compressive stresses and strains. The authors make recommendations on using tubing of certain sizes in shafts 7 and 8 m in diameter at different depths.
Mine shaft, salt rocks, tubing support, load-bearing capacity, numerical modeling
DOI: 10.1134/S1062739124050041
REFERENCES
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19. Demenkov, P.A. and Romanova, E.L., Approaches to Support Design in Vertical Shafts in Faulted Zones, Izv. TulGU. Tekhn. Nauki, 2022, no. 4, pp. 223–236.
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21. Aptukov, V.N. and Volegov, S.V., Modeling Concentration of Residual Stresses and Damages in Salt Rock Cores, Journal of Mining Science, 2020, vol. 56, no. 3, pp. 331–338.
22. Tarasov, V.V., Aptukov, V.N., and Pestrikova, V.S., Deformation and Failure of Concrete Lining in Vertical Shaft at Intersections with Horizontal Tunnels, Journal of Mining Science, 2020, vol. 56, no. 5, pp. 726–731,
23. Kachurin, N.M., Afanas’ev, I.A., Tarasov, V.V., and Pestrikova, V.S. Investigation of Geometrics and Material Strength of Tubing in Shaft No. 3 in Solikamsk Mine-3, Izv. TulGU. Nauki o Zemple, 2014, no. 4, pp. 100–108.
DETERMINATION OF VISCOSITY OF GRANULAR MATERIALS FROM UNIAXIAL COMPRESSION TEST DATA
G. P. Starikov*, T. N. Mel’nik***, and S. V. Shatokhin**
Institute of Physics of Mining Processes, Donetsk, 283048 Russia
*e-mail: ifgpdnr@mail.ru
**e-mail: shatohin-sergej@mail.ru
Galkin Donetsk Institute for Physics and Engineering, Donetsk, 283048 Russia
***e-mail: tatmeln18@mail.ru
The framework of the research are Bridgman’s and Farbman’s models for viscosity of powders. The article reports the uniaxial compression test data for powdered materials. The authors give examples of calculation of viscosity for coal, quartz, sandstone and sandy shale.
Solid body viscosity, granular material, Bridgman’s and Farbman’s models, granular material viscosity
DOI: 10.1134/S1062739124050053
REFERENCES
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STUDY ON CREEP FAILURE CHARACTERISTICS OF JOINTED SOFT ROCK
Hongbao Zhao, Huhu Wan*, Shaoqiang Liu, Hui Cheng, and Chaonan Chen
School of Energy and Mining Engineering, China University of Mining and Technology-Beijing,
Beijing, 100083China
*e-mail: huhuwan.cn@gmail.com
The shear creep failure mechanism of jointed soft rocks is a critical issue in geotechnical engineering. Using the discrete element method, a numerical model of jointed soft rocks was constructed to simulate shear creep under varying joint roughness, normal stress and shear directions. The effects of multiple factors on the creep deformation of soft rocks were then analyzed. Results indicate that the amount of creep deformation in soft rocks significantly decreases with an increase in joint roughness and with an increase in normal stress. However, the influence of shear direction on creep deformation is relatively minor. This study lays a foundation for further research into the creep behavior of soft rocks.
Soft rock, joint, shear creep, discrete element method
DOI: 10.1134/S1062739124050065
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ROCK FRACTURE
PREDICTION OF GROUND SURFACE DISPLACEMENTS FROM STUDIES OF DEFORMATION PROPERTIES OF MOIST ROCKS
E. V. Borisenko*, F. M. Golubev**, and S. A. Popovich
Institute of Physics of Mining Processes, Donetsk, 283050 Russia
*e-mail: ehd207@yandex.ru
Republican Academic R&D Institute of Mining Geology, Geomechanics, Geophysics and Mine Surveying,
Donetsk, 283001 Russia
**e-mail: f_golubev@list.ru
The article describes experimental studies on water saturation of samples of major rock types typical of the Donbas. The alterations of deformation properties of moist rocks are generalized. The procedure of modeling with regard to the effect of flooding on displacement parameters in different rocks is presented. Using laboratory data, a finite-element model of activation of geomechanical processes initiated by rock mass undermining and flooding is constructed. It is found how rock mass lithology influences displacement parameters in flooding of underground roadways in coal mines being closed. The research results can help improve effective regulatory documents on ground surface displacement prediction in coal mining and mine closure through lithological analysis of coal–rock mass.
Water saturation, rock, stress, deformation properties, closure, finite-element model, zone of water-conducting cracks, displacement activation, mine roadway flooding
DOI: 10.1134/S1062739124050077
REFERENCES
1. Likvidatisya ugol’nykh shakht. Zashchita zemnoi poverkhnosti ot zatopleniya gornykh vyrabotok (Closure of Coal Mines. Protection of Ground Surface from Mine Flooding), Recommendations KD 12.12.004-98: Approved by the Ministry of Coal Industry of Ukraine, Donetsk, 1998.
2. Kutepov, Yu.I. and Kutepova, N.A., Methodology of Engineering Geological Study of Geotechnical Processes within Technogenically Disturbed Rockmass at Exploitation of Mineral Deposits, MIAB, 2014, no. 8, pp. 123–131.
3. Eremenko, A.A., Darbinyan, T.P., Shaposhnik, Yu.N., Usol’tseva, O.M., and Tsoi, P.A., Physical and Mechanical Properties of Ore and Rocks after Flooding, Journal of Mining Science, 2023, vol. 59, no. 5, pp. 723–728.
4. Golubev, F.M., Geomechanical Prediction of Displacement Development in Closure of Coal Mines, RANIMI’s Transactions, 2018, no. 6 (21), pp. 367–378.
5. Grischenkova, E.N. and Mustafin, M.G., Earth Surface Monitoring on Undermined Territories, Innovation-Based Development of the Mineral Resources Sector: Challenges and Prospects—11th Russian-German Raw Materials, 2019, pp. 95–102.
6. Tyuleneva, T.A., Improvement of Technology of Sink Elimination above Mine Openings, J. Min. and Geotechnical Eng., 2021, no. 1(12):4, pp. 4–26.
7. Approval of Regulations for Surveying, Rostekhndazor Order No. 186 as of 19 May 2023.
8. Borisenko, E.V., Guzeev, O.A., Korvyakova, N.P., and Podrukhin, A.A., Empirical Characteristics of Long-Term Water Saturation of Rock Samples from Coal-Bearing Strata in the Donbas, Problemy i perspektivy kompleksnogo osvoeniya i sokhraneniya zemnykh nedr (Problems and Prospects of Comprehensive Exploitation and Preservation of the Earth’s Bowels), Moscow: IPKON RAN, 2022.
9. Borisenko, E.V., Change in Strength Characteristics of Rock Samples from Donbass Coal-Bearing Masses during Long-Term Water Saturation, Fundamen. Prikl. Vopr. Gorn. Nauk, 2023, vol. 10, no. 3, pp. 25–29.
10. Verbilo, P.E. and Karasev, M.A., Experimental and Numerical Research oi Jointed Rock Mass Anisotropy in a Three-Dimensional Stress Field, The Mining-Geology-Petroleum Engineering Bulletin, 2022, vol. 2, no. 37, pp. 109–122.
11. Protosenya, A.G. and Verbilo, P.E., Analysis of the Jointed Rock Mass Mechanical Characteristics Anisotropy under Conditions of Apatite–Nepheline Mineral Deposits, Topical Issues of Rational Use Natural Resources Proc. Int. Forum-Contest of Young Researchers, 2019, no. 1, pp. 187–197.
12. Gusev, V.N., Maliukhna, E.M., Volohov, E.M., Tulenev, M.A., and Gubin, M.Y., Assessment of Development of Water Conducting Fractures Zone in the Massif over Crown of Arch of Tunneling (Construction), Int. J. Civil Eng. and Technol., 2019, vol. 10, no. 2, pp. 635–643.
13. Ponomarenko, M.R. and Kutepov, Yu.I., Volkov, M.A., and Grinuk, A.P., Satellite Methods within Integrated Land Surface Deformation Monitoring in a Mine Field, Mining Informational and Analytical Bullitin–MIAB, 2020, no. 12, pp. 103–113.
POTENTIAL SLIP SURFACE AND THE KEY UNITS FAILURE PATH OF SLOPE WITH WEAK INTERLAYER
Shaoqiang Liu, Hongbao Zhao*, Shijie Jing, and Tao Wang
National Engineering and Technology Research Center for Development &Utilization of Phosphate Resources, Yunnan Phosphorus Chemical Group Co. ,
Kunming, Yunnan, 650300 China
School of Energy and Mining Engineering, China University of Mining and Technology-Beijing,
Beijing, 100083 China
*e-mail: hongbaozhaocumtb@163.com
School of Safety and Emergency Management Engineering, Taiyuan University of Technology,
Taiyuan, 030024 China
To investigate the slip mechanism of the slope with weak interlayer, the location of the weak interlayer within the slope was determined by on-site monitoring using the Hequ open pit mine as the engineering background, and a three-dimensional numerical model was established based on this, and the study of the potential slip surface and key units of the slope containing weak interlayer was carried out. The potential slip surface inside the slope with weak interlayers is determined from the perspective of displacement contour and maximum shear strain increment. The principle and method of key unit identification for the slope with weak interlayer is proposed. The initial key unit on the potential slip surface of the slope with weak interlayers is identified, and the dynamic breaking path of the key unit on the potential slip surface of the slope with weak interlayers is determined.
Open pit mine, slope, weak interlayers, potential slip surface, key unit, breaking path
DOI: 10.1134/S1062739124050089
REFERENCES
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3. Zhang, L., Chen, Z., and Tang, Y., Study on Regional Sliding Failure Modes and Evolution Regularity of Slopes with Weak Layers, Chinese J. Rock Mech. Eng., 2021, vol. 40, no. 6, pp. 1145–1154.
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5. Li, Y. and Yan, Z., Influence of Weak Interlayer Parameters for Anchored Interface Shear Action of Rock Slope under Earthquake, J. Vibration Shock, 2019, vol. 38, no. 8, pp. 48–53.
6. Hu, B., Li, J., Sheng, J., and Ye, Z., Crack Cause in the High Slope of Chinese Ancient Copper Mine Relics: A Three-Dimensional Non-Linear Finite Difference Analysis, J. IEEE Access, 2020, vol. 8, pp. 13987–13997.
7. Xu, P., Shang, N., and Bao, J., Stability Analysis of Slopes with Weak Layers Using Limit Analysis Method, J. Southwest Jiaotong University, 2022, vol. 57, no. 4, pp. 919–925.
8. Wang, H., Huang, M., and Liu, Z., Three-Dimensional Stability Analysis of Slope with Weak Interlayer, J. Rock Soil Mech., 2013, vol. 34, no. S2, pp. 156–160.
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10. Chen, G., Huang, R., Shi, Y., and Xu, Q., Stability Analysis of Slope Based on Dynamic and Whole Strength Reduction Methods, Chinese J. Rock Mech. Eng., 2014, vol. 33, no. 2, pp. 243–256.
11. Fan, S., Song, Z., Zhang, Y., and Liu, N., Case Study of the Effect of Rainfall Infiltration on a Tunnel Underlying the Roadbed Slope with Weak Interlayer, KSCE J. Civil Eng., 2020, vol. 24, no. 5, pp. 1607–1619.
12. Rodríguez-Ochoa, R., Nadim, F., and Hicks, M.A., Influence of Weak Layers on Seismic Stability of Submarine Slopes, J. Marine Petroleum Geol., 2015, vol. 65, pp. 247–268.
13. Sun, P., Chen, X., and Wang, Y., A Global Optimization Algorithm of Upper Bound Method with Inclined Interface Blocks for Slope Stability, Shuili Xuebao, J. Hydraulic Eng., 2018, vol. 49, no. 6, pp. 741–748.
14. Fan, G., Zhang, J., and Fu, X., Research on Transfer Function of Bedding Rock Slope with Soft Interlayers and its Application, J. Rock Soil Mech., 2017, vol. 38, no. 4, pp. 1052–1059.
15. Fan, G., Zhang, J.J., Fu, X., and Wang, Z.J., Energy Identification Method for Dynamic Failure Mode of Bedding Rock Slope with Soft Strata, Chinese J. Rock Mech. Eng., 2016, vol. 38, no. 5, pp. 959–966.
16. Fan, G., Zhang, J.J., Fu, X., and Wang, Z.J., Application of Transfer Function to On-Site Shaking Table Test, J. Rock Soil Mech., 2016, vol. 37, no. 10, pp. 2869–2876.
17. Fan, G. and Zhang, J.J., Determination of the Seismic Displacement Relaxation Zone in the Reinforced Slope by Composite Retaining Structures, J. Rock Soil Mech., 2017, vol. 38, no. 3, pp. 775–783.
18. Zhang, W.G., Meng, F.S., Chen, F., and Liu, H.L., Effects of Spatial Variability of Weak Layer and Seismic Randomness on Rock Slope Stability and Reliability Analysis, J. Soil Dynamics Earthquake Eng., 2021, vol. 146. 106735.
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21. Zhao, H., Li, H., and Wang, Z., Experimental Study on Characteristics of Micro-Crack Evolution at Key Place of Potential Slip Surface of Slopes, Chinese J. Rock Mech. Eng., 2015, vol. 34, no. 5, pp. 935–944.
22. Kang, K., Fomenko, I.K., Nikolskaya, O.V., and Wang, J., Probabilistic Assessment of Rock Slope Stability in Open Pit Mine Chaarat Using the Generalized Hoek–Brown Criterion, Journal of Mining Science, 2020, vol. 56, no. 5, pp. 732–740.
THE INFLUENCE OF LOADING RATE ON ACCUMULATED ENERGY DISTRIBUTION IN COAL–ROCK SAMPLES AND THEIR FAILURE BEHAVIOR
Guangbo Chen, Jing Zhang, Youjun Xu, Tan Li, Eryu Wang*, and Guohua Zhang
School of Mining and Coal, Inner Mongolia University of Science and Technology,
Baotou, Inner Mongolia, 014010 China
*e-mail: 2019958@imust.edu.cn
College of Energy and Mining Engineering, Shandong University of Science and Technology,
Qingdao, Shandong, 266590 China
School of Civil Engineering, Inner Mongolia University of Science and Technology,
Baotou, Inner Mongolia, 014010 China
School of Mining Engineering, Heilongjiang University of Science and Technology,
Harbin, Heilongjiang, 150022 China
The difference in energy accumulation in coal and rock under the same stress level is analyzed, and it is found that the difference of energy accumulation of coal rock under the same stress level mainly depends on the elastic modulus of coal rock material. Based on the structural characteristics and mechanical properties of coal–rock, the mechanical model of combined coal–rock body was constructed and analyzed, and the calculation formula of partition energy storage of combined coal–rock body was deduced. The axial compression test of combined coal–rock body under different loading rates was designed and carried out. Finally, the differential energy instability model of the combined coal–rock body was constructed. An evaluation index of the impact tendency of the combined coal–rock body considering the elastic energy difference and the release time is proposed, which provides a multi-scale criterion for accurately evaluating the impact propensity of the combined body.
Mining engineering, coal–rock system, coal–rock combined body, adhesives, physical property analysis, brittle failure, material defect, impact tendency evaluation index
DOI: 10.1134/S1062739124050090
REFERENCES
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4. Chen, S.J., Yin, D.W., Zhang, B.L., Ma, H.F., and Liu, X.Q., Study on Mechanical Characteristics and Progressive Failure Mechanism of Roof-Coal Pillar Structure Body, Chin. J. Rock Mech. Eng., 2017, vol. 36, no. 7, pp. 1588–1598.
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7. Xiao, X.C., Fan, Y.F., Wu, D., Ding, X., Wang, L., and Zhao, B., Energy Dissipation Feature and Rock Burst Risk Assessment in Coal–Rock Combined Bodies, Rock and Soil Mech., 2019, vol. 40, no. 11, pp. 4203–4219.
8. Xue, J.H., Chen, Z.H., Li, Y.H., Wang, J, and Li, X., Failure Characteristics of Coal–rock Combined Bodies Based on Acoustic Emission Signals, Arabian J. Geosciences, 2022, vol. 15, no. 2, pp. 1–10.
9. Chen, Y., Zuo, J.P., Wei, X., Song, H., and Sun, Y., Energy Nonlinear Evolution Characteristics of the Failure Behavior of Coal–Rock Combined Body, Chin. J. Undergr. Sp. Eng., 2017, vol. 13, no. 1, pp. 124–132.
10. Zuo, J.P., Song, H.Q., Chen, Y., et al., Post-Peak Progressive Failure Characteristics and Nonlinear Model of Coal–Rock Combined Body, J. China Coal Soc., 2018, vol. 43, no. 12, pp. 3265–3272.
11. Song, H.Q., Zuo, J.P., Chen, Y., and Li, L., Post-Peak Stress-Strain Relationship Model and Brittle Characteristics of Coal–rock Combined Body, J. Min. and Safety Eng., 2018, vol. 43, no. 12, pp. 3265–3272.
12. Chen, G.B., Li, T., Yang, L., Zhang, G.H., Li, J.W., and Dong, H.J., Mechanical Properties and Failure Mechanism of Combined Bodies with Different Coal–rock Ratios and Combinations, J. Min. and Strata Control Eng., 2021, vol. 3(2), pp. 84–94.
13. Du, F., Wang, K., Dong, X.L., et al., Numerical Simulation of Damage and Failure of Coal–rock Combined Body Based on CT Three-Dimensional Reconstruction, J. China Coal Soc., 2021, vol. 46, no. S1, pp. 253–262.
14. Zhao, Y.C., Gao, M.S., He, Y.L., and Xu, D., Failure Mechanism of a Coal–Rock Combined Body with Inclinations of Structural Planes and a Calculation Model for Impact Energy, Advances in Civil Eng., 2019, no. 5, pp. 1–18.
15. Chen, S.J., Yin, D.W., Jiang, N., et al., Energy Mechanism of Rock Burst in the Rock–Coal Combined Body, Proc. 9th China-Russia Symposium “Coal in the 21st Century: Mining, Intelligent Equipment and Environment Protection”, 2018.
16. Liu, W.R., Yuan, W., Yan, Y.T., and Wang, X., Analysis of Acoustic Emission Characteristics and Damage Constitutive Model of Coal–rock Combined Body Based on Particle Flow Code, Symmetry, 2019, vol. 11, no. 8, p. 1040.
17. Chen, Y., Zuo, J., Liu, D., and Wang, Z., Deformation Failure Characteristics of Coal–Rock Combined Body under Uniaxial Compression: Experimental and Numerical Investigations, Bull. Eng. Geology and the Env., 2018b, vol. 78, no. 5, pp. 3449–3464.
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19. Gong, F., Ye, H., and Luo, Y., The Effect of High Loading Rate on the Behavior and Mechanical Properties of Coal–Rock Combined Body, Shock and Vibration, 2018, no. 6, pp. 1–9.
20. Zuo, J.P. and Song, H.Q., Study on Energy Evolution Law and Differential Energy Instability Model of Coal–Rock Combined Body, J. China Coal Soc., pp. 1–16.
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22. Chen, G.B., Qin, Z.C., Zhang, G.H., et al., Law of Energy Distribution before Failure of a Loaded Coal–Rock Combined Body, Rock and Soil Mech., 2020, vol. 41(6), pp. 2021–2033.
23. Yin, D.W., Chen, S.J., Xing, W.B., Huang, D., and Liu, X., Experimental Study on Mechanical Behavior of Roof–Coal Pillar Structure Body under Different Loading Rates, J. China Coal Soc., 2018, vol. 43, no. 5, pp. 1249–1257.
24. Zuo, J.P., Xie, H.P., Meng, B.B., et al., Experimental Research on Loading-Unloading Behavior of Coal–Rock Combined Bodies at Different Stress Levels, Rock and Soil Mech., 2011, vol. 32, no. 5, pp. 1287–1296.
25. Chen, G.B., Wang, E.Y., Wang, W.C., Li, T., and Zhang, G., Experimental Study on the Influence of Lithology and Rock–Coal Height Ratio on Mechanical Properties and Impact Effect of Combined Body, Energy Sources, Part A, Recovery, Utilization and Env. Effects, 2019, vol. 6, pp. 1–24.
MINERAL MINING TECHNOLOGY
GEOMECHANICAL JUSTIFICATION OF GROUND CONTROL METHOD USING PILLARS AND ROOF CAVING IN MINING INCLINED THIN AND MEDIUM-THICK OREBODIES
A. A. Neverov*, A. I. Konurin, S. A. Neverov, S. Yu. Vasichev, and S. A. Shchukin
Chinakal Institute of Mining, Siberian Branch, Russian Academy of Sciences,
Novosibirsk, 630091 Russia
*e-mail: nnn_aa@mail.ru
The authors design and estimate a room-and-pillar method for mining inclined orebodies with combination of two approaches to ground control: through natural stability of rock mass and by means of overlying rock caving. It is shown that in rock mass under tectonic stresses, it is safe to extract ore reserves from rooms and from temporal ore pillar under protection of rock overhang. Due to inclination of an ore body, rocks in the pillar and in the block bottom fail mostly by way of shearing. The efficient ratios of a minimal width of a temporal ore pillar to a span of a stope are determined.
Rock mass, orebody, fracturing, thickness, dip angle, stope, room, pillar, roof, overhang, mining, control, rock pressure, parameters, modeling, stability, failure, safety
DOI: 10.1134/S1062739124050107
REFERENCES
1. Borshch-Komponiets, V.I. and Makarov, A.B., Gornoe davlenie pri otrabotke moshchnykh pologikh rudnykh zalezhei (Rock Pressure in Mining Thick and Gently Dipping Orebodies), Moscow: Nedra, 1986.
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SCIENCE OF MINING MACHINES
PREDICTION OF DRILLABILITY OF SEDIMENTARY ROCKS
J. A. Kayani*, M. Kh. Zahoor, M. Z. Emad, and A. S. A. Shahid
University of Engineering and Technology—UET Lahore, Pakistan
*e-mail: jehanzaibaftab@gmail.com
King Fahad University of Petroleum and Minerals—KFUPM Djajran, Kingdom of Saudi Arabia
Fundamental considerations like drillability and tool wear may be pondered for the development of deep well drilling for oil and gas, and tunneling projects. Careful considerations of key parameters may enhance the advance rate, operational costs, activity completion timeline and inventory control for spares. NTNU/SINTEF developed drilling rate index (DRI), bit wear index (BWI) and cutter life index (CLI) to quantify drilling and TBM related parameters. Until now, most of the research work has been carried out to develop models in order to recognize the effects of rock properties on drillability. However, very little if no studies have been conducted on the prediction of bit wear using BWI. This work deals with the effects of different geo-mechanical parameters of rocks on the drillability and the bit wear. The work shows that both drillability and bit wear are affected by the physical and strength parameters of rocks. Moreover, various statistical models (with R2≥0.83) have been developed through simple linear regression analysis (SLRA) and multiple linear regression analysis (MLRA) for the prediction of NTNU/SINTEF indices (DRI and BWI).
Drilling Rate Index (DRI), Bit Wear Index (BWI), Khewra sandstone (KSS), Samanasukh limestone (SLS), regression coefficient (R)
DOI: 10.1134/S1062739124050119
REFERENCES
1. Khorzoughi, M.B. and Hall, R., Processing of Measurement while Drilling Data for Rock Mass Characterization, Int. J. Min. Sci. Technol., 2016, vol. 26, no. 6, pp. 989–994.
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8. Li, G., Yang, M., Meng, Y., Liu, H., Han, L., Zhou, F., and Zhang, H., The Assessment of Correlation between Rock Drillability and Mechanical Properties in the Laboratory and in the Field under Different Pressure Conditions, J. Natural Gas Sci. Eng., 2016, vol. 30, pp. 405–413.
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11. Dahl, F., Bruland, A., Groev, E., and Nilsen, B., Trademarking the NTNU / SINTEF Drillability Test Indices, Tunnels Tunn. Int., 2010, pp. 44–46.
12. Yarali, O. and Kahraman, S., The Drillability Assessment of Rocks Using the Different Brittleness Values, Tunnel. Underground Space Technol., 2011, vol. 26, no. 2, pp. 406–414.
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14. Yarali, O. and Soyer, E., Assessment of Relationships between Drilling Rate Index and Mechanical Properties of Rocks, Tunnel. Underground Space Technol., 2013, vol. 33, pp. 46–53.
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MINE AEROGASDYNAMICS
METHANE SOURCE IDENTIFICATION IN COAL FACES BY CARBON ISOTOPIC ANALYSIS OF METHANE
O. V. Tailakov*, E. A. Saltymakov**, S. V. Sokolov***, A. V. Kostina****, and G. V. Protsenko*****
Federal Research Center for Coal and Coal Chemistry, Siberian Branch, Russian Academy of Sciences, Kemerovo, 650065 Russia
*e-mail: oleg2579@gmail.com
**e-mail: easaltymakov@yandex.ru
***e-mail: sokoloviu.s@yandex.ru
****e-mail: chernetskaya.nastasya@mail.ru
*****e-mail: protsenk0-galina@yandex.ru
The authors propose an approved integrated approach to assessing influence of coal–rock mass on coal faces by a gas-based criterion through the isotope analysis of coalbed methane. The quantitative ratios of carbon isotopes of methane are determined in coal samples and in mine air samples from seven operating mines in Kuzbass. The geometrical parameters of such zones are assessed, and the maximal methane volume capable to affect a coal face during its operation is found. It is emphasized that the gas volumes and the methane migration zone parameters differ greatly when found using a traditional method and the integrated approach with the carbon isotopic analysis of methane in mine air and in coal.
Coal face, coal seam, migration, poro-perm properties, methane, isotopy, methane resources, seams-associates
DOI: 10.1134/S1062739124050120
REFERENCES
1. Shiryaev, S.N., Tailakov, О.V., Zastrelov, D.N., and Gerasimov, А.V., Study of Residual Gas Content in Coal Seams from the Erunakovo Deposit in Kuzbass, Vestn. KuzGTU, 2020, no. 2 (138), pp. 5–11.
2. Lokshina, L.Ya., Vavilin, V.А., and Litti, Yu.V., Evaluation of Methane Production in Peat Samples from Typical Bogs of West Siberia Using Modeling of the Dynamics of Stable Carbon Isotopes in Methane and Carbon Dioxide, Proc. of the 7th National Sci. Conf. with Int. Participation on Mathematical Modeling in Ecology (EkoMatMod), 2021.
3. Kurlenya, M.V., Lee, K.H, Kazantsev, V.G, and Lee, Eun Hee, Physical–Mathematical Model of Methane Flow in Nonstationary Stress Field in Coal Seam, Journal of Mining Science, 2024, vol. 60, no. 3, pp. 357–365.
4. Li, Y., Wu, S., Nie, B., and Ma, Y., A New Pattern of Underground Space-Time Tridimensional Gas Drainage: A Case Study in Yuwu Coal Mine, China, Energy Sci. and Eng., 2019, vol. 7, no. 4, pp. 399–410.
5. Tailakov, О.V., Utkaev, Е.А., and Makeev, М.P., Determination of Poro-Perm Properties of Coal Seams from Mine Measurement Data, Naukoemkie tekhnologii razrabotki i ispolzovaniya mineralnykh resursov, 2020, no. 6, pp. 366–370.
6. Tailakov, О.V., Zastrelov, D.N., Makeev, М.P., Utkaev, Е.А., and Saltymakov, Е.А., Study of Poro-Perm Properties of Kuzbass Coal, Proc. the 11th Int. Russian–Kazakh Symposium of Coal Chemistry and Ecology in Kuzbass, Kemerovo, 2022.
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10. Polyakov, V.B. and Horita, J., Chemical Geology, 2021, vol. 559. 119948.
11. Krasnova, Е.А., Yurchenko, А.Yu., Kalmykov, А.G., and Fomina, М.М., Isotopic and Geochemical Features of Gaseous Hydrocarbons Distribution in the Section of the Bazhenov Formation (Southern Part of West Siberia), Georesursy, 2019, vol. 21, no. 2, pp. 153–158.
12. Zubkov, М.Yu., Role of Tectonic and Hydrothermal Processes in the Formation of Gas Deposits in the North of West Siberia, Geologiya i mineral’no-syr’evye resursy Sibiri, 2022, no. 4(52), pp. 28–45.
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19. Skuzovatov, S.Yu., Belozerova, О.Yu., Vasil’eva, I.Е., Zarubina, О.V., Kaneva, Е.V., Sokolnikova, Yu.V., Chubarov, V.М., and Shabanova, Е.V., Current State of Methods for Studying Matter at the Micro- and Macrolevel, Center for Collective Use “Isotopic and Geochemical Research” of the Institute of Geochemistry, SB RAS: Geodynamics and Tectonophysics, 2022, vol. 13, no. 2.
METHANE RELEASE IN FAILURE OF MICROSTRUCTURE IN COAL
S. A. Shepeleva*, V. V. Dyrdin, V. S. Ludzish, and V. B. Popov
Gorbachev Kuzbass State Technical University,
Kemerovo, 650000 Russia
*e-mail: shepelevasa@kuzstu.ru
VostNII Science Center, Kemerovo, 650002 Russia
Gas emission during destruction of coal samples in a mill is measured experimentally. Using the Skochinsky Institute’s procedure, emmitable gas amount is calculated as function of coal particles. Coal samples for the tests were taken in an outburst-hazardous seam. It is found that the decrease in the size of coal particles to 0.1 mm increases gas emission by several times. The authors developed a model of force interaction between methane molecules in micro-porous coal structure and surface of coal macro-molecule, and a calculation procedure for gas emission in coal as function of its degree of breakdown.
Gas-dynamic events, gas emission, methane, mechanical fracture, coal seam, coal particles, finely dispersed coal dust, pore space
DOI: 10.1134/S1062739124050132
RESERENCES
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2. Ivanov, B.М., Feit, G.N., and Yanovskaya, М.F., Mekhanicheskie i fiziko-khimicheskie svoistva uglei vybrosoopasnykh plastov (Mechanical and Physicochemical Properties of Coal from Outburst-Hazardous Seams), Moscow: Nauka, 1979.
3. An, F., Yuan, Y., Chen, X., Li, Z., and Li, L., Expansion Energy of Coal Gas for the Initiation of Coal and Gas Outbursts, Fuel, 2019, vol. 235, pp. 551–557.
4. Li, J., Lu, S., Zhang, P., Cai, J., Li, W., Wang, S., and Feng, W., Estimation of Gas-in-Place Content in Coal and Shale Reservoirs: A Process Analysis Method and its Preliminary Application, Fuel, 2020, vol. 259. 116266.
5. Tang, M., Kang, X., Ren, J., Gao, L., Ma, Z., and Kong, D., Mining Stress Distribution and Gas Drainage Application of Coal Seam Group under Fault Influence, Disaster Mechanisms Linked to the Role of Fluids in Geotech. Eng., 2022, vol. 2022. 8432024.
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11. Zykov, I.Yu., Zvekov, А.А., Dudnikova, Yu.N., Fedorova, N.I., and Ismagilov, Z.R., Textural Characteristics of Carbon Sorbents from Coals of Different Stages of Metamorphism, Vestn. KuzGTU, 2019, no. 4, pp. 64–69.
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MINERAL DRESSING
INTEGRATED PROCESSING TECHNOLOGY FOR EUDIALYTE CONCENTRATE
V. A. Chanturia, V. G. Minenko*, G. A. Kozhevnikov, and A. L. Samusev
Academician Melnikov Research Institute of Comprehensive Exploitation of Mineral Resources—IPKON, Russian Academy of Sciences, Moscow, 111020 Russia
*e-mail: vladi200@mail.ru
The authors developed a resource-saving and energy-efficient technology for integrated processing of eudialyte concentrate. It is found that the main losses of valuable components (Zr and REE) are associated with leaching cake. The effective methods and modes of processing of pregnant solution are determined to ensure high recovery of Zr and REE owing to conversion of silica gel and thanks to successive extraction of zirconium phosphate and rare earth carbonates from pregnant solution. The proposed complimentary methods of regeneration of reagents and shutting off of water circuits ensure recovery of zirconium and rare earths from eudialyte concentrate. The developed technology provides additional marketable products (sodium metasilicate and ammonium nitrate), as well as economic expediency and improved ecological safety of eudialyte concentrate processing due to regeneration of calcium carbonate.
Eudialyte concentrate, leaching, silica gel, sorption, zirconium, rare earth elements, recovery, pregnant solution, chemical precipitation, reagent regeneration, sodium metasilicate, ammonium nitrate
DOI: 10.1134/S1062739124050144
REFERENCES
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ASSESSMENT OF SPECIFICITY OF CALCITE FLOTATION KINETICS IN SECONDARY PROCESSING OF FLUORITE-BEARING MATERIALS
L. A. Kienko* and O. V. Voronova
Khabarovsk Federal Research Center, Far Eastern Branch, Russian Academy of Sciences,
Khabarovsk, 680000 Russia
*e-mail: kienkola@rambler.ru
The research focuses on the specificity of flotation of carbonate–fluorite ore waste at Yaroslavskaya Mining Company. The waste composition and process properties are examined. Fluorite in the test waste occurs in mineral concretions and in slime. The problems in flotation of old mining and processing waste are governed by specific surface properties of particles, film coatings and structural transformations. The promising methods to induce conversion of components in flotation pulp are discussed. It is found that ultrasonic and electrochemical treatment of waste components promote selectivity of their separation. The indicators of processes at fixed time intervals and under special effects are analyzed. Flotation with ultrasonic and electrochemical pre-treatment of pulp substantially increases fluorite concentration in froth and enhances selectivity of fluorite separation from calcite. Recovery of fluorite in concentrates with CaF2 content more than 94% rises by 2.97–4.58%. It is demonstrated that it is possible to reduce mass fraction of silicon dioxide in concentrates by 0.3–0.5%.
Mining and processing waste, fine impregantion, fluorite, calcite, flotation, gas saturation, ultrasound, structural transformations, fine milling, electrochemical treatment
DOI: 10.1134/S1062739124050156
REFERENCES
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3. Nevskaya, M.A., Seleznev, S.G., Masloboev, V.A., Klyuchnikova, E.M., and Makarov, D.V., Environmental and Business Challenges Presented by Mining and Mineral Processing Waste in the Russian Federation, Minerals, 2019, vol. 9. — 445.
4. Song, Y., Jin, L., Pan, G., Wang, K., Kong, L., and Jiang, T., A Comparative Study of the Tailings from the Fluorite Mining in Three Different Regions and Their Leachability Characteristics, J. Cleaner Production, 2020, vol. 267. — 121697.
5. Kienko, L.А., Voronova, О.V., and Kondrat’ev, S.A., Study of Ultrasound Effects on Flotation Selectivity in Waste Processing at the Yaroslavsky Mining Company, Journal of Mining Science, 2019, vol. 55, no. 4, pp. 675–681.
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10. Prokhorov, K.V. and Kopylova, А.Е., Promising Methods to Intensity Copper–Porphyry and Gold–Silver Ore Flotation by Electrochemical Treatment, Problemy Nedropolzovaniya, 2020, no. 2, pp. 96–106.
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SELECTION AND USE OF COLLECTING AGENT FOR VANADIUM EXTRACTION
N. L. Medyanik*, A. V. Smirnova, Yu. A. Karelina, and V. A. Baskov
Nosov Magnitogorsk State Technical University, Magnitogorsk, 455000 Russia
*e-mail: medyanikmagnitka@mail.ru
The studies on vanadium production are generalized, and the promising nature of flotation is demonstrated in this regard. The prognostic selection of fulvic acid FulvAc as a selective collecting agent relative to vanadium occurred as vanadyl VO2+ in acidic pregnant solutions is justified. The analysis of chemical reactivity studied the mechanism of vanadyl extraction and concentration using chelating agent FulvAc. Computer modeling is performed for a flotation system representing a slightly soluble metal complex of vanadyl fulvat [VO2+ – FulvAc]n. Efficiency of FulvAc is proved by lab-scale flotation tests with recovery of vanadyl not less than 92%. Vanadium oxisols are demandable by different industries, and [VO2+ – FulvAc]n is usable as complex mineral supplements for fertilizing mixtures for urban greening.
Collecting agent, fulvic acid, vanadium, vanadyl ions, mechanism, computer modeling, pressure flotation, complex mineral supplements for soil
DOI: 10.1134/S1062739124050168
REFERENCES
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ANALYSIS OF REAGENT REGIMES IN NEPHELINE CONCENTRATE PRODUCTION FROM LOPARITE ORE PROCESSING TAILINGS BY FLOTATION
E. V. Chernousenko*, I. N. Vishnyakova, G. V. Mitrofanova, V. V. Marchevskaya, and A. A. Kompanchenko
Mining Institute, Kola Science Center, Russian Academy of Sciences,
Apatity, 184209 Russia
*e-mail: e.chernousenko@ksc.ru
Geological Institute, Kola Science Center, Russian Academy of Sciences,
Apatity, 184209 Russia
The authors analyzed some reagent regimes in flotation of nepheline from loparite ore tailings: mixture of tall oils, hydroxamic acids in combination with distilled tall oil; mix of tall oils with addition of polyalkyl benzene sulfonic acids or amine-containing collectors. The nepheline concentrate produced in the optimized reagent regime contained Al2O3 27.18–27.57%. With addition of tall oil polyalkyl benzene sulfonic acid, activity of the collecting mixture reduced, and the produced concentrate quality lowered to Al2O3 26.33%. Two methods to bring flotation concentrates to a standard quality are discussed. The use of magnetic separation allowed production of nepheline concentrate with Al2O3 28.0–28.3% at the recovery of 72–76% compared to the initial product. Direct cationic flotation with agent Flotigam-2835 in an acidic medium with рН 4.5, created by sodium silicofluoride, produced nepheline concentrate with Al2O3 29.63% at the recovery of 65.9% compared to the initial product.
Tailings, tailings storage, loparite ore of the Kola Peninsula, nepheline, mafic minerals, feldspar, flotation, magnetic separation
DOI: 10.1134/S106273912405017X
REFERENCES
1. Chanturia, V.A. and Shadrunova, I.V., Innovative Processes of Deep and Environmentally Friendly Processing of Manmade Materials in the Context of New Economic Challenges. Problems of Integrated and Environmentally Friendly Processing of Natural and Manmade Mineral Raw Materials (Plaksin’s Lectures-2021), Vladikavkaz: GTU, 2021.
2. Lottermoser, B.G., Recycling, Reuse and Rehabilitation of Mine Wastes, Elements, 2011, vol. 7, no. 6, pp. 405–410.
3. Tayebi-Khorami, M., Edraki, M., Corder, G., and Golev, A., Re-Thinking Mining Waste through an Integrative Approach Led by Circular Economy Aspirations, Minerals, 2019, vol. 9, no. 5. — 286.
4. Temnov, А.V. and Bykhovskiy, L.Z., Manmade and Secondary Sources of Rare Metals, Mineral’nye resursy Rossii. Ekonomika i upravlenie, 2021, no. 1-6 (175), pp. 6–13.
5. Larichkina, F.D. and Knysha, V.А., Ratsional’noe ispol’zovanie vtorichnykh mineral’nykh resursov v usloviyakh ekologizatsii i vnedreniya nailuchshikh dostupnykh tekhnologii (Efficient Use of Secondary Mineral Resources in the Context of Ecologization and Introduction of Best Available Technologies), Apatity: FITS KNTS RAN, 2019.
6. Krasavtseva, E., Maksimova, V., Makarov, D., and Potorochin, E., Modeling of the Chemical Halo of Dust Pollution Migration in Loparite Ore Tailings Storage Facilities, Minerals, 2021, vol. 11. 1077.
7. Krasavtseva, E.A, Makarov, D.V., Maksimova, V.V, Selivanova, Е.А., and Ikkonen, P.V., Studies of Properties and Composition of Loparite Ore Mill Tailings, Journal of Mining Science, 2021, vol. 57, no. 3, pp. 531–538.
8. Rakaev, A.I., Chernousenko, Е.V., Rukhlenko, Е.D., and Alekseeva, S.A., Production of Nepheline Concentrate from Dump Waste Tailings of Processing Plants of the Lovozero GOK, Obogashchenie Rud, 2007, no. 1, pp. 8–11.
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10. Bagani, M., Balomenos, E., and Panias, D., Nepheline Syenite as an Alternative Source for Aluminum Production, Minerals, 2021, vol. 11, no. 7. 734.
11. Gurevich, B.I., Kalinkina, E.V., and Kalinkin, A.M., Binding Properties of Mechanically Activated Nepheline Containing Mining Waste, Minerals, 2020, vol. 10, no. 1. 48.
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