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Stability analysis and failure control of a longwall panel with a large mining height considering fracture distribution

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Abstract

With the increasing coal cutting height of a longwall panel with a large mining height, joints and fractures have a more obvious influence on coal wall stability, which intensifies rib spalling. To investigate the influence of the fracture distribution on the stability of a coal wall with a large mining height, this paper utilizes a large panel in the Zhaogu No. 2 coal mine as the research object. The coal strength and fracture occurrences are measured to obtain the probability distribution function of the fracture spacing and density. A 3D numerical model of the panel with a non-through fracture is established by using 3DEC software based on the Poisson’s disk model and Monte Carlo principle, and numerical experiments of rib spalling and the optimization of flexible reinforcement control technology are conducted. The method of prefabricating non-through fractures and physical experiments are proposed to analyze the stability and damage degree of the coal wall under different fracture tendencies. The results show that the existence of fractures changes the direction and magnitude of the stress field, thus making the stress and displacement of the coal wall show anisotropy, revealing a high correlation between the densities and sizes of joints and the coal strength. When the joints are parallel to the coal wall with a 45° dip angle, the coal wall stability is the most unfavorable with the largest damage range. The optimal grouting position and flexible material diameter are determined; i.e., a grouting position at 60–70% of the coal wall height and a material diameter of 20 mm exhibit the best control effect. The research results provide a new approach for the control of rib spalling in fractured coal.

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References

  • Bai QS, Tu SH, Chen M, Zhang C (2016) Numerical modeling of coal wall spall in a longwall face. Int J Rock Mech Min Sci 88:242–253

    Article  Google Scholar 

  • Chang JC, Xie GX, Zhang XH (2015) Analysis of rib spalling mechanism of fully-mechanized top-coal caving face with great mining height in extra-thick coal seam. Rock Soil Mech 36(3):803–808

    Google Scholar 

  • Chen JH, Liu L, Zeng BQ, Tao KM, Cun Z, Zhao HB, Li DQ, Zhang JW (2022) A constitutive model to reveal the anchorage mechanism of fully bonded bolts. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-022-03160-8

    Article  Google Scholar 

  • Guo WB, Liu CY, Dong GW, Lv WY (2019) Analytical study to estimate rib spalling extent and support requirements in thick seam mining. Arab J Geosci 12:8

    Article  Google Scholar 

  • Guo WB, Wang HS, Dong GW, Li L, Huang YG (2017) A case study of effective support working resistance and roof support technology in thick seam fully-mechanized face mining with hard roof conditions. Sustainability 9:7

    Article  Google Scholar 

  • He FL, Wang XM, Zhang DQ, He SS (2013) Study on parameters of support for control of roof fall and rib spalling in large fully mechanized top coal caving end face. Sustain Dev Nat Resour 616–618:421–425

    Google Scholar 

  • Ju JF, Xu JL (2013) Structural characteristics of key strata and strata behavior of a fully mechanized longwall face with 7.0 m height chocks. Int J Rock Mech Min Sci 58:46–54

    Article  Google Scholar 

  • Khaled MM, Michael MM, Heather EL, Ted K (2016) Analysis of the current rib support practices and techniques in U.S. coal mines. Int J Min Sci Technol 26(1):77–87

    Article  Google Scholar 

  • Kong DZ, Liu Y, Lou YH (2019) Sensitivity analysis of influencing factors and control technology for coalface failure. Arab J Geosci 12:17

    Article  Google Scholar 

  • Kong DZ, Li Q, Wu GY, Song GF (2021a) Characteristics and control technology of face-end roof leaks subjected to repeated mining in close-distance coal seams. Bull Eng Geol Environ 80(11):8363–8383

    Article  Google Scholar 

  • Kong DZ, Xiong Y, Cheng ZB, Wang N, Wu GY, Liu Y (2021b) Stability analysis of coal face based on coal face-support-roof system in steeply inclined coal seam. Geomech Eng 25(3):233–243

    Google Scholar 

  • Li GS, Li ZH, Du F, Cao ZZ (2020a) Study on the failure characteristics of coal wall spalling in thick coal seam with gangue. Adv Civ Eng 2020

  • Li W, Ye YH, Wang QH, Wang XH, Hu NY (2020b) Fuzzy risk prediction of roof fall and rib spalling: based on FFTA-DFCE and risk matrix methods. Environ Sci Pollut Res 27(8):8535–8547

    Article  Google Scholar 

  • Li JM, Huang YL, Zhang JX, Li M, Qiao M, Wang FW (2019) The influences of key strata compound breakage on the overlying strata movement and strata pressure behavior in fully mechanized caving mining of shallow and extremely thick seams: a case study. Adv Civ Eng 2019

  • Liu S, Yang K, Zhang T, Tang CN (2020) Rib spalling 3D model for soft coal seam faces with large mining height in protective seam mining: theoretical and numerical analyses. Geofluids 2020

  • Lv HY, Wang DF, Cheng ZB, Zhang YN, Zhou T (2022) Study on mechanical characteristics and failure modes of coal-mudstone combined body with prefabricated fracture. Mathematics 10:2

    Article  Google Scholar 

  • Si L, Wang ZB, Liu XH, Tan C, Xu RX (2019) Assessment of rib spalling hazard degree in mining face based on background subtraction algorithm and support vector machine. Curr Sci 116(12):2001–2012

    Article  Google Scholar 

  • Song GF, Wang ZW, Zhong XY (2020) Dynamic impact mechanism of hard roof strata and coupling mechanism of “constrain-convergence” between support and surrounding rock. J Min Saf Eng 37(05):951–959

    Google Scholar 

  • Song GF, Yang SL, Wang ZH (2018) Longwall face stability analysis using Ritz method and its 3D physical modelling study. J China Coal Soc 43(08):2162–2172

    Google Scholar 

  • Sun J, Bin L, Zhang RF, Huang Z (2022) Feasibility of water injection on the coal wall of loose thick coal seam to prevent rib spalling and its optimal moisture content. Geofluids 2022

  • Wang JC (2007) Mechanism of the rib spalling and the controlling in the very soft coal seam. J China Coal Soc 32(8):785–788

    Google Scholar 

  • Wang JC (2009) Theory and technology of mining thick coal seam. Metall Ind Press, Beijing, pp 66–72

    Google Scholar 

  • Wang JC, Wei WJ, Zhang JW (2019) Effect of the size distribution of granular top coal on the drawing mechanism in LTCC. Granul Matter 21:70

    Article  Google Scholar 

  • Wang JC, Wei WJ, Zhang JW, Mishra B, Li A (2020a) Numerical investigation on the caving mechanism with different standard deviations of top coal block size in LTCC. Int J Min Sci Technol 30(5):583–591

    Article  Google Scholar 

  • Wang JC, Wei WJ, Zhang JW, Mishra B (2020b) Laboratory and field validation of a LTCC recovery prediction model using relative size of the top coal blocks. Bull Eng Geol Environ 80(2):1389–1401

    Article  Google Scholar 

  • Wang JC, Yang SL, Wei WJ, Zhang JW, Song ZY (2021a) Drawing mechanisms for top coal in longwall top coal caving (LTCC): a review of two decades of literature. Int J Rock Mech Min Sci 8:1171–1196

    Google Scholar 

  • Wang JQ, Zhang Q, Zhang JX, Liu HF, Zhu GL, Wang YB (2021b) Study on the controller factors associated with roof falling and ribs spalling in deep mine with great mining height and compound roof. Eng Fail Anal 129

  • Wang ZH, Yang JH, Meng H (2015) Mechanism and controlling technology of rib spalling in mining face with large cutting height passing through fault. J China Coal Soc 40(1):42–49

    Google Scholar 

  • Wei WJ, Yang SL, Li M, Zhang JW, Wei CB (2022) Motion mechanisms for top coal and gangue blocks in longwall top coal caving (LTCC) with an extra-thick seam. Rock Mech Rock Eng 55(8):5107–5121

    Article  Google Scholar 

  • Wu JK, Kan JG, Xie SR, Xie FX, Chen DD (2017) Failure mechanisms and control of surrounding rock of deep gob-side entry retaining in soft rock strata under high stress. Rock Soil Mech 38(3):793–800

    Google Scholar 

  • Xu YX, Wang GF, Li MZ, Xu YJ, Zhou CT, Zhang JH (2021) Mechanism of slabbed spalling failure of the coal face in fully mechanized caving face with super large cutting height. J Min Saf Eng 38(01):19–30

    Google Scholar 

  • Yang SL, Kong DZ, Yang JH (2015a) Coal wall stability and grouting reinforcement technique in fully mechanized caving face during topple mining. J Min Saf Eng 32(5):821–833

    Google Scholar 

  • Yang SL, Kong DZ (2015b) Flexible reinforcement mechanism and its application in the control of spalling at large mining height coal face. J China Coal Soc 40(6):1361–1367

    Google Scholar 

  • Yang SL, Song GF, Kong DZ (2019) An evaluation of longwall face stability in thick coal seams through a basic understanding of shield-strata interaction. J Geophys Eng 16(1):125–135

    Article  Google Scholar 

  • Yang SL, Wei WJ, Zhang JW (2020) Top coal movement law of dynamic group caving method in LTCC with an inclined seam. Mining Metall Explor 37(5):1545–1555

    Google Scholar 

  • Yuan Y, Tu SH, Zhang XG, Liu AX (2013) Mechanism and control technique of rib spalling disaster in fully-mechanized mining with large mining height in soft coal seam face. Disaster Adv 6:92–98

    Google Scholar 

  • Zhao JS, Feng XT, Jiang Q, Chen BR, Xiao YX, Hu L, Feng GL, Li PX (2018) Analysis of microseismic characteristics and stability of underground caverns in hard rock with high stress using framing excavation method. Rock Soil Mech 39(3):1020–1026

    Google Scholar 

Download references

Funding

This work was supported by the National Natural Science Foundation of China (Grant no. 52204163, 51934008); the Fundamental Research Funds for the Central Universities (Grant no. 2022XJNY03); the Key Laboratory of Safety and High-efficiency Coal Mining, Ministry of Education (Anhui University of Science and Technology), Huainan, China, 232001 (Grant no. JYBSYS2021204); and the Youth Foundation of CCTEG Coal Mining Research Institute (Grant no. KJ-2019-TDKCQN-04).

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Correspondence to Wei Weijie.

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Xiang, Y., Weijie, W., Zheng, L. et al. Stability analysis and failure control of a longwall panel with a large mining height considering fracture distribution. Bull Eng Geol Environ 82, 54 (2023). https://doi.org/10.1007/s10064-022-03052-9

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