Abstract
Coal mining in the western region of China is often faced with extra-thick coal seams and extra-thick hard roof, where the roof is difficult to collapse in time, resulting in large-suspended area in the gob and the frequent occurrence of dynamic disasters such as mine earthquakes. To this end, we propose an integrated ground control method of roof cutting pressure release and energy-absorbing reinforcement for roadway with hard roof. We take the #122108 working face of the Caojiatan coal mine as the engineering example to apply this new method. The stress reduction rate is used to analyze the pressure relief effect. The influence of pressure relief parameters on the roadway is analyzed through numerical experiments. Three-dimensional stress evolution of the surrounding rock using the optimized parameters is further studied, which verifies the advantages of the new method, as evidenced by the reduction of stress up to 40.87%. Moreover, we conduct physical model test of the new method and reveal the control mechanism on the surrounding rock. The deformation of the roof and floor of roadway with roof cutting is lower than that of the roadway without roof cutting and the maximum deformation is reduced by 52.26%. Subsequently, we design the field roof cutting parameters for pressure release and energy-absorbing reinforcement, and evaluate the parameters of roof cutting, strengthen blasting, and energy-absorbing cables. Field monitored data show that the average deformation of the roadway floor using the new method is 201.8 mm, which is 66.37% smaller than that of roadway without using the new method, and the peak stress at the working face is 27.75% less than that without using the new method. The validity of the physical model test results and the rationality of the design parameters for pressure relief and reinforcement is verified through the field data.
Highlights
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An integrated ground control method of roof cutting pressure release and energy-absorbing reinforcement for roadway with hard roof is proposed.
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The design basis and control mechanism of roof cutting pressure release and energy-absorbing reinforcement parameters for thick hard roof roadway are clarified by numerical and large-scale 3D geological model tests.
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The design and field application of core parameters of directional roof cutting pressure release and energyabsorbing reinforcement have been successfully carried out.
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References
Bin Y (2016) Behaviors of overlying strata in extra-thick coal seams using top-coal caving method. J Rock Mech Geotech 8(02):238–247
Chen Y, Ma SQ, 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 Mech Rock Eng 50(09):2511–2520
Gao K, Liu ZG, Liu J, Deng DS, Gao XY, Kang Y, Huang KF (2013) Application of deep borehole blasting to gob-side entry retaining forced roof caving in hard and compound roof deep well. Chin J Rock Mech Eng 32(08):1588–1594
Gong S, Tan Y, Liu YP, Zhu D, Yu Y (2021) Application of presplitting blasting technology in surrounding rock control of gob-side entry retaining with hard roof: a case study. Adv Mater Sci Eng 2021:1318975
He MC, Gong WL, Wang J, Qi P, Tao ZG, Du S, Peng YY (2014) Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance. Int J Rock Mech Min 67:29–42
He MC, Zhu GL, Guo ZB (2015) Longwall mining cutting cantilever beam theory and 110 mining method in China The third mining science innovation. J Rock Mech Geotech 7(05):483–492
He MC, Gao YB, Yang J, Wang JW, Wang YJ, Zhu Z (2018) Engineering test of rapid mining, roof cutting and pressure relief in thick coal seam and self forming roadway without coal pillar. Geotech Mech 39(01):254–264
He MC, Wang Q, Wu QY (2021) Innovation and future of mining rock mechanics. J Rock Mech Geotech 13:1–21
Jiang B, Xin ZX, Zhang XF, Deng YS, Wang MZ, Li SD, Ren WT (2023) Mechanical properties and influence mechanism of confined concrete arches in high-stress tunnels. Int J Min Sci Technol. https://doi.org/10.1016/j.ijmst.2023.03.008
Kang HP, Wang GF, Jiang PF, Wang JC, Zhang N, Jing HW, Huang BX, Yang BG, Guan XM, Wang ZG (2018) Conception for strata control and intelligent mining technology in deep coal mines with depth more than 1000m. J Chin Coal Soci 43(07):1789–1800
Li XW, Aziz N, Mirzaghorbanali A, Nemcik J (2016) Behavior of fiber glass bolts, rock bolts and cable bolts in shear. Rock Mech Rock Eng 49(07):2723–2735
Li B, Xu NW, Xiao PW, Xia Y, Zhou X, Gu GK, Yang XG (2023) Microseismic monitoring and forecasting for dynamic disasters of underground engineering in hydropower projects. J Rock Mech Geotech. https://doi.org/10.1016/j.jrmge.2022.10.017
Mao HY, Xu NW, Li X, Li B, Xiao PW, Li YH, Li P (2023) Analysis of rockburst mechanism and warning based on microseismic moment tensors and dynamic Bayesian networks. J Rock Mech Geotech. https://doi.org/10.1016/j.jrmge.2022.12.005
Wang W, Cheng YP, Wang HF, Liu HY, Wang L, Li W, Jiang JY (2015) Fracture failure analysis of hard-thick sandstone roof and its controlling effect on gas emission in underground ultra-thick coal extraction. Eng Fail Anal 54:150–162
Wang Q, Jiang ZH, Jiang B, Gao HK, Huang YB, Zhang P (2020a) Research on an automatic roadway formation method in deep mining areas by roof cutting with high-strength bolt-grouting. Int J Rock Mech Min 128:104264
Wang Q, Qin Q, Jiang B, Jiang ZH, He MC, Li SC, Wang Y (2020b) Geomechanics model test research on automatically formed roadway by roof cutting and pressure releasing. Int J Rock Mech Min 135:104506
Wang Q, Gao HK, Jiang B, Li SC, He MC, Qin Q (2021a) In-situ test and bolt-grouting design evaluation method of underground engineering based on digital drilling. Int J Rock Mech Min 138:104575
Wang Q, He MC, Li SC, Jiang ZH, Wang Y, Qin Q, Jiang B (2021b) Comparative study of model tests on automatically formed roadway and gob-side entry driving in deep coal mines. Int J Min Sci Techno 31(04):591–601
Wang Q, Xu S, He MC, Jiang B, Wei HY, Wang Y (2022a) Dynamic mechanical characteristics and application of constant resistance energy-absorbing supporting material. Int J Min Sci Technol 32:447–458
Wang Q, Xu S, Xin ZX, He MC, Wei HY, Jiang B (2022b) Mechanical properties and field application of constant resistance energy-absorbing anchor cable. Tunn Undergr Sp Tech 125:104526
Wang Q, Wang Y, He MC, Li SC, Jiang ZH, Jiang B, Xu S, Wei HY (2022c) Experimental study on the mechanism of pressure releasing control in deep coal mine roadways located in faulted zone. Geomech Geophys Geo 8(02):1–24
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(08):5107–5121
Wojtecki L, Iwaszenko S, Apel DB, Bukowska M, Makowka J (2022) Use of machine learning algorithms to assess the state of rockburst hazard in underground coal mine openings. J Rock Mech Geotech 14(03):703–713
Xiong ZQ, He HJ (2006) Numerical simulation of rock burst stress state and its control by stress-relief. J Min & Safe Eng 04:489–493
Yang JZ, Zheng KG (2020) The mechanism of overburden dynamic disasters and its control technology in top-coal caving in the mining of thick coal seams. J Min Safe Eng 37(04):750–758
Zhao T, Liu CY, Yetilmezsoy K, Zhang BS, Zhang S (2017) Fractural structure of thick hard roof stratum using long beam theory and numerical modeling. Environ Earth Sci 76(21):751
Zhu GA, Jiang QP, Wu YP, Dou LM, Lin ZQ, Liu HY (2021) Numerical inversion of dynamic behavior of fault slip instability induced by stress waves. J Min Safe Eng 38(02):370–379
Acknowledgements
This work was supported by the National Natural Science Foundation of China (Grant nos. 52074164, 42277174 and 42077267); the Natural Science Foundation of Shandong Province, China (Grant no. ZR2020JQ23); the Project of Shandong Province Higher Educational Youth Innovation Science and Technology Program, China (Grant no. 2019KJG013); the Fundamental Research Funds for the Central Universities, China (Grant no. 2022JCCXSB03); and the opening project of State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology (Grant no. KFJJ21-02Z).
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Wang, Q., Jiang, Z., Jiang, B. et al. Ground Control Method of Using Roof Cutting Pressure Release and Energy-Absorbing Reinforcement for Roadway with Extra-Thick Hard Roof. Rock Mech Rock Eng 56, 7197–7215 (2023). https://doi.org/10.1007/s00603-023-03461-6
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DOI: https://doi.org/10.1007/s00603-023-03461-6