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Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations

Received: 4 September 2026     Accepted: 11 September 2026     Published: 20 September 2026
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Abstract

The article presents the results of a systematic investigation of stress redistribution and the formation of stress concentration and relaxation zones in the rock mass surrounding underground mine workings under the influence of mining operations. The study was conducted considering the geological and geomechanical conditions of an underground mining operation, with particular emphasis on the changes in the stress–strain state of the rock mass caused by excavation. A mathematical model was developed to describe the stress–strain behavior of the rock mass, with mining depth, vertical and horizontal in-situ stresses, Young’s modulus, and Poisson’s ratio adopted as the principal input parameters. The research methodology is based on analytical calculations, geomechanical modeling, and comparative analysis of the obtained results. The proposed approach makes it possible to quantitatively evaluate the spatial redistribution of stresses and identify areas characterized by increased stress concentration and stress relaxation. The modeling results demonstrate that mining operations cause significant redistribution of the initial stress field, resulting in the formation of localized zones of increased compressive stress around the excavation boundaries. Particular attention was given to the development of tensile-stress-affected zones above the excavation roof. A zone extending approximately 20–30 m above the roof was identified, indicating a potential area of increased rock fracturing and activation of pre-existing discontinuities. The values of the relaxation coefficient were determined and justified based on the specific geological and geomechanical conditions of the mine. The proposed model also allows the regularities governing the formation and spatial development of stress concentration and relaxation zones to be assessed. The obtained results provide a scientific and practical basis for quantitatively assessing mining-induced stress redistribution and improving the geomechanical justification of underground excavation stability and support parameters

Published in International Journal of Mineral Processing and Extractive Metallurgy (Volume 11, Issue 3)
DOI 10.11648/j.ijmpem.20261103.13
Page(s) 68-74
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2026. Published by Science Publishing Group

Keywords

Rock Mass, Stress Concentration, Stress-strain State, Mathematical Model, Relaxed Zone, Stress Redistribution, Geomechanical Monitoring

References
[1] Bakirov G.Kh., Alimov Sh.M., Mavlanov A.A. Improvement of the Main Parameters of Backfilling Technology for Mined-Out Voids at the Kovuldi Gold Mine // Digital Technologies in Industry. – Karshi, 2025. – Vol. 3. – No. 1. – pp. 86–90.
[2] Akbarov T. G., Urazov Zh. D. [Development of the Kyzylalma Deposit Using a Horizontal Layer Mining System with Backfilling of Mined-Out Space] // Gornyj vestnik Uzbekistana, 2011. - 2011. - № 3. - S. 39⁠-⁠42 (In Russ.)
[3] Akbarov Kh. A. [Status, Problems, and Ways of Expanding the Mineral and Raw Material Base of Gold in Uzbekistan] // Gornyj vestnik Uzbekistana, 2014. - 2014. - № 3. - S. 47⁠-⁠56 (In Russ.)
[4] Bakirov G. Kh. [Calculation of Parameters of Arched Support in the Haulage Drift under the Conditions of the Kyzyl-Alma Mine] // Universum: tekhnicheskie nauki. - 2022. - S. 62⁠-⁠66 (In Russ.)
[5] Bakirov G.Kh., Nurkhonov Kh.A., Qoraboyev Kh.A. Assessment of the Operating Conditions of the Yielding Section of Steel Frame Support and Control of Its Operating Mode // Digital Technologies in Industry. – Karshi, 2023. – Vol. 1. – No. 1. – pp. 62–68.
[6] Bakirov G.Kh., Nurkhonov Kh.A., Bo‘riyev F.M., Ravshanov A.A. The Role of Chemical Cartridges Used in Rock-Bolt Support of Mine Workings // Digital Technologies in Industry. – Karshi, 2026. – Vol. 4. – No. 2. – pp. 19–22.
[7] Bakirov G.Kh., Nurkhonov Kh.A. Calculation of Loads Acting on Mine Working Support, Processing and Analysis of Calculation Results // Digital Technologies in Industry. – Karshi, 2023. – Vol. 1. – No. 2. – pp. 56–61.
[8] Melikulov A.D., Bakirov G.Kh., Alimov Sh.M. Analysis of the Influence of Geological and Tectonophysical Conditions of Operating and Prospective Gold Ore Deposits on Geotechnologies // Digital Technologies in Industry. – Karshi, 2023. – Vol. 1. – No. 2. – pp. 62–67.
[9] Bakirov G.Kh., Nurkhonov Kh.A. Influence of the Distance Between Contour Blast Holes and the Hole Spacing Coefficient on the Efficiency of Contour Blasting // Digital Technologies in Industry. – Karshi, 2024. – Vol. 2. – No. 4.1. – pp. 31–36.
[10] Balek A. E., Kharisov T. F., Avdeev A. N., Kharisova O. D. [Substantiation of the Optimal Sequence of Mining an Ore Deposit under Conditions of High Stresses and Low Massif Strength] // Izvestiya vuzov. Gornyj zhurnal. - 2023. - № 3. - S. 55⁠-⁠65.
[11] Balov S. V., Borshchevskij S. V., Kapran L. N., Mel'nikov S. A. [Improvement of Support Structure Elements that Increase the Stability of Underground Excavations] // Izvestiya TulGU. Nauki o Zemle. - 2025. - S. 443⁠-⁠452 (In Russ.)
[12] Melikulov A. D. i dr. [Article. Geomechanical Factors for Improving the Efficiency of Geotechnologies with Consideration of Resource Reproduction and Resource Conservation in Modern Market Conditions] // Zhurnal «Problemy energo-i resursosberezheniya. - 2019. - S. 52⁠-⁠63 (In Russ.)
Cite This Article
  • APA Style

    Djabbarovna, S. K., Kholikberdiyevich, B. G., Ugli, N. K. A., Ogli, B. F. M. (2026). Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations. International Journal of Mineral Processing and Extractive Metallurgy, 11(3), 68-74. https://doi.org/10.11648/j.ijmpem.20261103.13

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    ACS Style

    Djabbarovna, S. K.; Kholikberdiyevich, B. G.; Ugli, N. K. A.; Ogli, B. F. M. Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations. Int. J. Miner. Process. Extr. Metall. 2026, 11(3), 68-74. doi: 10.11648/j.ijmpem.20261103.13

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    AMA Style

    Djabbarovna SK, Kholikberdiyevich BG, Ugli NKA, Ogli BFM. Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations. Int J Miner Process Extr Metall. 2026;11(3):68-74. doi: 10.11648/j.ijmpem.20261103.13

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  • @article{10.11648/j.ijmpem.20261103.13,
      author = {Salyamova Klara Djabbarovna and Bakirov Gayrat Kholikberdiyevich and Nurkhonov Khusan Almirza Ugli and Boriyev Feruz Mansur Ogli},
      title = {Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations},
      journal = {International Journal of Mineral Processing and Extractive Metallurgy},
      volume = {11},
      number = {3},
      pages = {68-74},
      doi = {10.11648/j.ijmpem.20261103.13},
      url = {https://doi.org/10.11648/j.ijmpem.20261103.13},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijmpem.20261103.13},
      abstract = {The article presents the results of a systematic investigation of stress redistribution and the formation of stress concentration and relaxation zones in the rock mass surrounding underground mine workings under the influence of mining operations. The study was conducted considering the geological and geomechanical conditions of an underground mining operation, with particular emphasis on the changes in the stress–strain state of the rock mass caused by excavation. A mathematical model was developed to describe the stress–strain behavior of the rock mass, with mining depth, vertical and horizontal in-situ stresses, Young’s modulus, and Poisson’s ratio adopted as the principal input parameters. The research methodology is based on analytical calculations, geomechanical modeling, and comparative analysis of the obtained results. The proposed approach makes it possible to quantitatively evaluate the spatial redistribution of stresses and identify areas characterized by increased stress concentration and stress relaxation. The modeling results demonstrate that mining operations cause significant redistribution of the initial stress field, resulting in the formation of localized zones of increased compressive stress around the excavation boundaries. Particular attention was given to the development of tensile-stress-affected zones above the excavation roof. A zone extending approximately 20–30 m above the roof was identified, indicating a potential area of increased rock fracturing and activation of pre-existing discontinuities. The values of the relaxation coefficient were determined and justified based on the specific geological and geomechanical conditions of the mine. The proposed model also allows the regularities governing the formation and spatial development of stress concentration and relaxation zones to be assessed. The obtained results provide a scientific and practical basis for quantitatively assessing mining-induced stress redistribution and improving the geomechanical justification of underground excavation stability and support parameters},
     year = {2026}
    }
    

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  • TY  - JOUR
    T1  - Investigation of Stress Redistribution Within the Host Rock Mass During Underground Mining Operations
    AU  - Salyamova Klara Djabbarovna
    AU  - Bakirov Gayrat Kholikberdiyevich
    AU  - Nurkhonov Khusan Almirza Ugli
    AU  - Boriyev Feruz Mansur Ogli
    Y1  - 2026/09/20
    PY  - 2026
    N1  - https://doi.org/10.11648/j.ijmpem.20261103.13
    DO  - 10.11648/j.ijmpem.20261103.13
    T2  - International Journal of Mineral Processing and Extractive Metallurgy
    JF  - International Journal of Mineral Processing and Extractive Metallurgy
    JO  - International Journal of Mineral Processing and Extractive Metallurgy
    SP  - 68
    EP  - 74
    PB  - Science Publishing Group
    SN  - 2575-1859
    UR  - https://doi.org/10.11648/j.ijmpem.20261103.13
    AB  - The article presents the results of a systematic investigation of stress redistribution and the formation of stress concentration and relaxation zones in the rock mass surrounding underground mine workings under the influence of mining operations. The study was conducted considering the geological and geomechanical conditions of an underground mining operation, with particular emphasis on the changes in the stress–strain state of the rock mass caused by excavation. A mathematical model was developed to describe the stress–strain behavior of the rock mass, with mining depth, vertical and horizontal in-situ stresses, Young’s modulus, and Poisson’s ratio adopted as the principal input parameters. The research methodology is based on analytical calculations, geomechanical modeling, and comparative analysis of the obtained results. The proposed approach makes it possible to quantitatively evaluate the spatial redistribution of stresses and identify areas characterized by increased stress concentration and stress relaxation. The modeling results demonstrate that mining operations cause significant redistribution of the initial stress field, resulting in the formation of localized zones of increased compressive stress around the excavation boundaries. Particular attention was given to the development of tensile-stress-affected zones above the excavation roof. A zone extending approximately 20–30 m above the roof was identified, indicating a potential area of increased rock fracturing and activation of pre-existing discontinuities. The values of the relaxation coefficient were determined and justified based on the specific geological and geomechanical conditions of the mine. The proposed model also allows the regularities governing the formation and spatial development of stress concentration and relaxation zones to be assessed. The obtained results provide a scientific and practical basis for quantitatively assessing mining-induced stress redistribution and improving the geomechanical justification of underground excavation stability and support parameters
    VL  - 11
    IS  - 3
    ER  - 

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