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Energy distribution law of coal–rock combined body under confining pressure effect

Wybrane pełne teksty z tego czasopisma
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Języki publikacji
EN
Abstrakty
EN
Coal measure strata are composed of many kinds of rock layers with different properties, and the energy accumulation ability of each rock layer is different, which causes the uneven distribution of energy. In order to explore the accumulation layer of rock burst energy in coal–rock system, based on the structural characteristics and mechanical properties of coal and rock, the mechanical model of coal–rock combined body was constructed, and the calculation formula of energy distribution of coal–rock combined body was deduced. The axial compression tests of coal–rock combined body under five confining pressures (0, 5, 10, 15 and 20 MPa) were designed and carried out. The results show that: 1) Under five confining pressures, the average compressive strength of the specimens was 18.74 MPa, 20.75 MPa, 24.68 MPa, 28.02 MPa and 32.05 MPa, respectively. With the increase in confining pressure, the compressive strength also increased linearly; 2) Under the five confining pressures, the pre-peak accumulated energy of the specimens was 0.106 kJ, 0.244 kJ, 0.591 kJ, 0.758 kJ and 1.602 kJ. With the continuous increase in the confining pressure, the pre-peak accumulated energy increased exponentially; 3) With the increase in confining pressure, the coal component accumulation energy increased exponentially, followed by 0.069 kJ, 0.182 kJ, 0.440 kJ, 0.630 kJ and 1.419 kJ, and the proportion of coal component accumulation energy was 65.14%, 71.63%, 76.72%, 82.89% and 87.07%, respectively, which were all greater than 50%. Combined bodies accumulated more energy under loading conditions, most of which were accumulated on coal components, and coal components were the main carriers of energy accumulation, which played a leading role in the destruction of combined bodies; 4) The energy distribution test method was discussed and analyzed. The energy distribution test method of coal–rock combined body based on single specimen method could effectively avoid the influence of size effect and coal–rock individual difference on energy accumulation. At the same time, the test time was shortened, the test workload was reduced, and the calculation accuracy was improved; 5) The rationality and reliability of the two methods for direct and indirect determination of coal–rock component energy were demonstrated. The error rates of the two methods were 2.936%, 1.846%, 3.125%, 3.412% and 0.862%, which were less than 5%. The error had little effect on the test results. The research results have reference significance for exploring the key strata of rock burst energy accumulation and the precise prevention and control of rock burst.
Czasopismo
Rocznik
Strony
1831--1843
Opis fizyczny
Bibliogr. 33 poz., rys., tab.
Twórcy
autor
  • Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
  • College of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao 266590, China
autor
  • Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
autor
  • Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
autor
  • Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
autor
  • Institute of Mining and Coal, Inner Mongolia University of Science and Technology, Baotou 014010, China
autor
  • School of Mining Engineering, Heilongjiang University of Science and Technology, Harbin 150022, Heilongjiang, China
Bibliografia
  • 1. Chen SJ, Yin DW, Zhang BL et al (2017a) Mechanical characteristics and progressive failure mechanism of roof-coal pillar structure. Chin J Rock Mech Eng 36(7):1588–1598
  • 2. Chen Y, Zuo JP, Wei X et al (2017b) Energy nonlinear evolution characteristics of the failure behavior of coal-rock combined body. Chinese J Undergr Space Eng 13(1):124–132
  • 3. Chen SJ, Yin DW, Jiang N et al (2019) Simulation study on effects of loading rate on uniaxial compression failure of composite rock-coal layer. Geomech Eng 17(4):333–342
  • 4. Chen GB, Qin ZC, Zhang GH et al (2020) Law of energy distribution before failure of a loaded coal-rock combined body. Rock Soil Mech 41(6):2021–2033
  • 5. Chen GB, Li T, Zhang GH et al (2021a) Experimental study on the law of energy accumulation before failure of coal-rock combined body. J China Coal Soc 46(S1):174–186
  • 6. Chen GB, Li T, Zhang GH et al (2021b) Energy distribution law of dynamic failure of coal-rock combined body. Geofluids 2021:1–14
  • 7. Du F, Wang K, Dong XL et al (2021) Numerical simulation of damage and failure of coal-rock combination based on CT three-dimensional reconstruction. J China Coal Soc 46(S1):253–262
  • 8. Fan YF, Xiao XC, Xu J et al (2020) Mechanical properties of coal rock combinations and evaluation of impacttendency considering effects of the height portion of coal. J China Coal Soc 45(S2):649–659
  • 9. Gong FQ, Ye H, Luo Y (2018) The effect of high loading rate on the behaviour and mechanical properties of coal-rock combined body. Shock Vib 2018:1–9
  • 10. Guo WY, Tan YL, Yu FH et al (2018) Mechanical behavior of rock-coal-rock specimens with different coal thicknesses. Geomech Eng 15(4):1017–1027
  • 11. Huang BX, Liu JW (2013) The effect of loading rate on the behawior of samples composed of coal and rock. Int J Rock Mech Min Sci 61(10):23–30
  • 12. Landriani GS, Taliercio A (1987) A note on failure conditions for layered materials. Meccanica 22(2):97–102
  • 13. Li CJ, Xu Y, Feng MM et al (2020) Deformation law and failure mechanism of coal-rock-like combined body under uniaxial loading. J China Coal Soc 45(5):1773–1782
  • 14. Liu JX, Tang CA, Zhu WC et al (2004) Rock-coal model for studying the rock burst. Chinese J Geotech Eng 26(2):276–280
  • 15. Liu XS, Tan YL, Ning JG et al (2018) Mechanical properties and damage constitutive model of coal in coal⁃rock combined body. Int J Rock Mech Min Sci 110:140–150
  • 16. Ma Q, Tan YL, Liu XS et al (2021) Mechanical and energy characteristics of coal-rock composite sample with different height ratios: A numerical study based on particle flow code. Environ Earth Sci 80(8):1–14
  • 17. Miao LG, Niu YY, Shi BM (2019) Impact dynamic tests for rock-coal-rock combination under different strain rates. Journal of Vibration and Shock 38(17):137–143
  • 18. Pan YS, Dai LP, Li GZ et al (2021) Study on compound disaster of rock burst and roof falling in coalmines. J China Coal Soc 46(1):112–122
  • 19. Petukhov IM, Linkov AM (1979) The theory of post-failure deformations and the problem of stability in rock mechanics. Int J Rock Mech Min Sci Geomech Abstr 16(5):57–76
  • 20. Qi QX, Shi YW, Liu TQ (1997) Mechanism of instability caused by viscous sliding in rock burst. J China Coal Soc 22(2):34–38
  • 21. Qi QX, Peng YW, Li HY et al (2011) Study of bursting liability of coal and rock. Chin J Rock Mech Eng 30(S1):2736–2742
  • 22. Qi QX, Pan YS, Li HT et al (2020) Theoretical basis and key technology of prevention and control of coal-rock dynamic disasters in deep coal mining. J China Coal Soc 45(5):1567–1584
  • 23. Song HQ, Zuo JP, Chen Y et al (2018) Post-peak stress-strain relationship model and brittle characteristics of coal-rock combined body. J Min Saf Eng 43(12):3265–3272
  • 24. Xiao XC, Fan YF, Wu D et al (2019) Energy dissipation feature and rock burst risk assessment in coal-rock combinations. Rock Soil Mech 40(11):4203–42124219
  • 25. Xie BJ, Yan Z (2019) Dynamic mechanical constitutive model of combined coal-rock mass based on overlay model. J China Coal Soc 44(2):463–472
  • 26. Xie ZZ, Zhang N, Meng FF et al (2019) Deformation field evolution and failure mechanisms of coal-rock combination based on the digital speckle correlation method. Energies 12(13):2511
  • 27. Xue CC, Cao AY, Guo WH et al (2021) Energy evolution law and rock burst mechanism of deep thick seams with large inclination. J Min Saf Eng 38(5):876–885
  • 28. Yang L, Gao FQ, Wang XQ et al (2019) Energy evolution law and failure mechanism of coal-rock combined specimen. J China Coal Soc 44(12):3894–3902
  • 29. Yin DW, Chen SJ, Xing WB et al (2018) Experimental study on mechanical behavior of roof-coal pillar structure body under different loading rates. J China Coal Soc 43(5):1249–1257
  • 30. Yuan L (2021) Research progress of mining response and disaster prevention and control in deep coal mines. J China Coal Soc 46(3):716–725
  • 31. Zhao TB, Guo WY, Lu CP et al (2016) Failure characteristics of combined coal-rock with different interfacial angles [J]. Geomech Eng 11(3):345–359
  • 32. Zuo JP, Xie HP, Meng BB et al (2011) Experimental research on loading-unloading behavior of coal-rock combination bodies at different stress levels. Rock Soil Mech 32(5):1287–1296
  • 33. Zuo JP, Song HQ, Chen Y et al (2018) Post-peak progressive failure characteristics and nonlinear model of coal-rock combined body. J China Coal Soc 43(12):3265–3272
Uwagi
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2024).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4d5e20b2-9ff4-4db9-a5f2-f9de0616c969
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