Advanced Search

Indexed by SCI、CA、РЖ、PA、CSA、ZR、etc .

Volume 37 Issue 2
Apr 2026
Turn off MathJax
Article Contents
Ruixue Zhang, Zhigang Tao, Manchao He. Study on the Deformation Mechanism and Prediction Model of Rock Mass in Deep Coal Mining. Journal of Earth Science, 2026, 37(2): 671-684. doi: 10.1007/s12583-025-0317-z
Citation: Ruixue Zhang, Zhigang Tao, Manchao He. Study on the Deformation Mechanism and Prediction Model of Rock Mass in Deep Coal Mining. Journal of Earth Science, 2026, 37(2): 671-684. doi: 10.1007/s12583-025-0317-z

Study on the Deformation Mechanism and Prediction Model of Rock Mass in Deep Coal Mining

doi: 10.1007/s12583-025-0317-z
More Information
  • Corresponding author: Zhigang Tao, taozhigang@cumtb.edu.cn
  • Received Date: 20 Apr 2025
  • Accepted Date: 17 Jun 2025
  • Available Online: 30 Mar 2026
  • Issue Publish Date: 30 Apr 2026
  • This study presents a new coal mining technique that uses top-cut unloading to induce the fragmentation and expansion of collapsed ore. Stress compensation and control are achieved by using a constant-resistance, large deformation anchor cable. The research employs laboratory physical model tests and an artificial neural network (ANN) time-series prediction model to monitor, analyze, and predict the movement and crack development of the overlying rock layers in tunnels. The results show that the support characteristics of constant-resistance, large-deformation anchor cables, combined with the filling effect of collapsed ore fragmentation and expansion, automatically form tunnel supports. This new mining method significantly reduces the displacement of the overlying rock layers and minimizes surface subsidence. Furthermore, the ANN time-series prediction model accurately forecasts displacement at multiple monitoring points in the overlying rock mass and the axial force of constant-resistance, large deformation anchors. This innovative mining method provides valuable insights for ecological protection and exploration of underground works.

     

  • Conflict of Interest
    The authors declare that they have no conflict of interest.
  • loading
  • Bai, Q. S., Tu, S. H., Wang, F. T., et al., 2017. Field and Numerical Investigations of Gateroad System Failure Induced by Hard Roofs in a Longwall Top Coal Caving Face. International Journal of Coal Geology, 173: 176–199. https://doi.org/10.1016/j.coal.2017.02.015
    Bian, W. H., Yang, J., He, M. C., et al., 2022. Research and Application of Mechanical Models for the Whole Process of 110 Mining Method Roof Structural Movement. Journal of Central South University, 29(9): 3106–3124. https://doi.org/10.1007/s11771-022-5148-9
    Chen, Y., Ma, S. Q., Yu, Y., 2017. Stability Control of Underground Roadways Subjected to Stresses Caused by Extraction of a 10-m-Thick Coal Seam: A Case Study. Rock Mechanics and Rock Engineering, 50(9): 2511–2520. https://doi.org/10.1007/s00603-017-1217-z
    Feng, C., Liu, S. W., Zhang, X. D., et al., 2023. Study on the Bearing Characteristics and Reasonable Width of the Backfilling Body for Gob-Side Entry in Fully-Mechanized Top-Coal Caving Face under the Roof Cutting Condition. Journal of Mining and Safety Engineering, 40(2): 232–242 (in Chinese with English Abstract)
    Feng, G. R., Ren, Y. Q., Wang, P. F., et al., 2019. Stress Distribution and Deformation Characteristics of Roadside Backfill Body for Gob-Side Entry of Fully-Mechanized Caving in Thick Coal Seam. Journal of Mining and Safety Engineering, 36(6): 1109–1119 (in Chinese with English Abstract)
    Fu, F., 2020. Fire Induced Progressive Collapse Potential Assessment of Steel Framed Buildings Using Machine Learning. Journal of Constructional Steel Research, 166: 105918. https://doi.org/10.1016/j.jcsr.2019.105918
    Gao, F. Q., Stead, D., Kang, H. P., 2015. Numerical Simulation of Squeezing Failure in a Coal Mine Roadway Due to Mining-Induced Stresses. Rock Mechanics and Rock Engineering, 48(4): 1635–1645. https://doi.org/10.1007/s00603-014-0653-2
    Gao, Y. B., Wang, Y. J., Yang, J., et al., 2019. Meso- and Macroeffects of Roof Split Blasting on the Stability of Gateroad Surroundings in an Innovative Nonpillar Mining Method. Tunnelling and Underground Space Technology, 90: 99–118. https://doi.org/10.1016/j.tust.2019.04.025
    Gao, Y. B., Wang, Y. J., Yang, J., et al., 2019. Meso- and Macroeffects of Roof Split Blasting on the Stability of Gateroad Surroundings in an Innovative Nonpillar Mining Method. Tunnelling and Underground Space Technology, 90: 99–118. https://doi.org/10.1016/j.tust.2019.04.025
    Guo, J. W., Zhao, J. W., 2012. Study on Breaking Law and Control Mechanism of Lower Roof in Gob-Side Entry Retaining. Journal of Mining and Safety Engineering, 29(6): 802–807
    He, M. C., Gao, Y. B., Gai, Q. K., et al., 2023. Mechanical Principle and Construction Method of Self-Generated Roadway without Coal Pillar. Coal Science and Technology, 51(1): 19–30
    He, M. C., Gao, Y. B., Yang, J., et al., 2017a. An Energy-Gathered Roof Cutting Technique in No-Pillar Mining and Its Impact on Stress Variation in Surrounding Rocks. Chinese Journal of Rock Mechanics and Engineering, 36(6): 1314–1325 (in Chinese with English Abstract)
    He, M. C., Gao, Y. B., Yang, J., et al., 2017b. An Innovative Approach for Gob-Side Entry Retaining in Thick Coal Seam Longwall Mining. Energies, 10(11): 1785. https://doi.org/10.3390/en101 11785 doi: 10.3390/en10111785
    He, M. C., Gong, W. L., Wang, J., et al., 2014. Development of a Novel Energy-Absorbing Bolt with Extraordinarily Large Elongation and Constant Resistance. International Journal of Rock Mechanics and Mining Sciences, 67: 29–42. https://doi.org/10.1016/j.ijrmms.2014.01.007
    He, M. C., Song, Z. Q., Wang, A., et al., 2017c. Theory of Longwall Mining by Using Roof Cutting Shortwall Team and 110 Method—The Third Mining Science and Technology Reform. Coal Science & Technology Magazine, 38(1): 1–9 (in Chinese with English Abstract)
    He, M. C., Wang, Q., Wu, Q. Y., 2021. Innovation and Future of Mining Rock Mechanics. Journal of Rock Mechanics and Geotechnical Engineering, 13(1): 1–21. https://doi.org/10.1016/j.jrmge.2020.11.005
    He, M. C., Zhu, G. L., Guo, Z. B., 2015. Longwall Mining "Cutting Cantilever Beam Theory" and 110 Mining Method in China—The Third Mining Science Innovation. Journal of Rock Mechanics and Geotechnical Engineering, 7(5): 483–492. https://doi.org/10.1016/j.jrmge.2015.07.002
    Hou, G. Y., Hu, T., Li, Z. X., et al., 2019. Influence of Cutting Roof Height on the Stability of Gob Side Retaining Roadway with Roadside Support Wall. Journal of Mining and Safety Engineering, 36(5): 924–931
    Huo, S. S., Tao, Z. G., He, M. C., et al., 2024. Physical Model Test of NPR Anchor Cable-Truss Coupling Support System for Large Deformation Tunnel in Fault Fracture Zone. Tunnelling and Underground Space Technology, 152: 105939. https://doi.org/10.1016/j.tust.2024.105939
    Kong, D. Z., Pu, S. J., Cheng, Z. H., et al., 2021. Coordinated Deformation Mechanism of the Top Coal and Filling Body of Gob-Side Entry Retaining in a Fully Mechanized Caving Face. International Journal of Geomechanics, 21(4): 04021030. https://doi.org/10.1061/(asce)gm.1943-5622.0001972
    MacLeod, N., 2019. Artificial Intelligence & Machine Learning in the Earth Sciences. Acta Geologica Sinica-English Edition, 93(S3): 48–51. https://doi.org/10.1111/1755-6724.14241
    Ming, W., Yang, X. J., Mao, Y. D., et al., 2023. Physical Model Test on the Support Characteristic for Quasi-NPR Bolt under Asymmetric Stress. Underground Space, 11: 46–62. https://doi.org/10.1016/j.undsp.2022.10.008
    Nash, S. S., 2019. The Role of Big Data and Machine Learning in the Integration and Implementation of Historical, Current, and Continuously Gathered Earth Data. Acta Geologica Sinica-English Edition, 93(S3): 56–58. https://doi.org/10.1111/1755-6724.14244
    Peng, S. S., Du, F., Cheng, J. Y., et al., 2019. Automation in U. S. Longwall Coal Mining: A State-of-the-Art Review. International Journal of Mining Science and Technology, 29(2): 151–159. https://doi.org/10.1016/j.ijmst.2019.01.005
    Qi, F. Z., Ma, Z. G., 2019. Investigation of the Roof Presplitting and Rock Mass Filling Approach on Controlling Large Deformations and Coal Bumps in Deep High-Stress Roadways. Latin American Journal of Solids and Structures, 16(4): e190. https://doi.org/10.1590/1679-78255586
    Shen, W. L., Bai, J. B., Li, W. F., et al., 2018. Prediction of Relative Displacement for Entry Roof with Weak Plane under the Effect of Mining Abutment Stress. Tunnelling and Underground Space Technology, 71: 309–317. https://doi.org/10.1016/j.tust.2017.0 8.023 doi: 10.1016/j.tust.2017.08.023
    Tao, Z. G., Shu, Y., Yang, X. J., et al., 2020. Physical Model Test Study on Shear Strength Characteristics of Slope Sliding Surface in Nanfen Open-Pit Mine. International Journal of Mining Science and Technology, 30(3): 421–429. https://doi.org/10.1016/j.ijmst.2020.05.006
    Tao, Z. G., Song, Z. G., He, M. C., et al., 2018. Principles of the Roof Cut Short-Arm Beam Mining Method (110 Method) and Its Mining-Induced Stress Distribution. International Journal of Mining Science and Technology, 28(3): 391–396. https://doi.org/10.1016/j.ijmst.2017.09.002
    Tao, Z. G., Zhang, H. J., Chen, Y. F., et al., 2016. Support Principles of NPR Bolt/Cable and Control Techniques of Large-Deformation Disasters. International Journal of Mining Science and Technology, 26(6): 967–973. https://doi.org/10.1016/j.ijmst.2016.09.002
    Tao, Z. G., Zhu, C., He, M. C., et al., 2021. A Physical Modeling-Based Study on the Control Mechanisms of Negative Poisson's Ratio Anchor Cable on the Stratified Toppling Deformation of Anti-Inclined Slopes. International Journal of Rock Mechanics and Mining Sciences, 138: 104632. https://doi.org/10.1016/j.ijrmms.2021.104632
    Wang, J., Liu, P., Wu, C. Z., et al., 2023. Mechanical Behavior of Soft Rock Roadway Reinforced with NPR Cables: A Physical Model Test and Case Study. Tunnelling and Underground Space Technology, 138: 105203. https://doi.org/10.1016/j.tust.2023.105203
    Wang, Q., He, M. C., Yang, J., et al., 2018. Study of a No-Pillar Mining Technique with Automatically Formed Gob-Side Entry Retaining for Longwall Mining in Coal Mines. International Journal of Rock Mechanics and Mining Sciences, 110: 1–8. https://doi.org/10.1016/j.ijrmms.2018.07.005
    Wang, Y. J., Wang, Q., Tian, X. C., et al., 2022. Stress and Deformation Evolution Characteristics of Gob-Side Entry Retained by Roof Cutting and Pressure Relief. Tunnelling and Underground Space Technology, 123: 104419. https://doi.org/10.1016/j.tust.2022.104419
    Xu, Y., Zheng, B. F., Zhang, M. Y., 2021. Capacity Prediction of Cold-Formed Stainless Steel Tubular Columns Using Machine Learning Methods. Journal of Constructional Steel Research, 182: 106682. https://doi.org/10.1016/j.jcsr.2021.106682
    Zhang, B., Tao, Z. G., Guo, P. F., et al., 2023. Model Test on Deformation and Failure Mechanism of Tunnel Support with Layered Rock Mass under High Ground Stress. Engineering Failure Analysis, 150: 107296. https://doi.org/10.1016/j.engfailanal.2023.107296
    Zhang, G. F., He, M. C., Yu, X. P., et al., 2011. Research on the Technique of No-Pillar Mining with Gob-Side Entry Formed by Advanced Roof Caving in the Protective Seam in Baijiao Coal Mine. Journal of Mining & Safety Engineering, 28(4): 511–516 (in Chinese with English Abstract)
    Zhao, F. F., He, M. C., Tao, Z. G., et al., 2024. Experimental Study of Debris Flows Impacting a Novel Barrier Based on Negative Poisson's Ratio (NPR) Cables. Rock Mechanics and Rock Engineering, 57(9): 7583–7601. https://doi.org/10.1007/s00603-024-03871-0
    Zou, B. P., Chen, Y., Bao, Y. J., et al., 2025a. Impact of Tunneling Parameters on Disc Cutter Wear during Rock Breaking in Transient Conditions. Wear, 560: 205620. https://doi.org/10.1016/j.wear.2024.205620
    Zou, B. P., Yin, J. H., Cao, C. H., et al., 2025b. Mechanical Performance Analysis of Rubber Elastic Polymer-Polyurethane Reinforced Cement-Based Composite Grouting Materials. Journal of Polymer Materials, 42(1): 255–275. https://doi.org/10.32604/jpm.2025.062081
    Zou, B. P., Yin, J. H., Liu, Z. P., et al., 2024. Transient Rock Breaking Characteristics by Successive Impact of Shield Disc Cutters under Confining Pressure Conditions. Tunnelling and Underground Space Technology, 150: 105861. https://doi.org/10.1016/j.tust.2024.105861
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(14)  / Tables(2)

    Article Metrics

    Article views(16) PDF downloads(0) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return