Skip to main content

Advertisement

Log in

Experimental Investigation on Pressure Relief Mechanism of Specimens with Prefabricated Reaming Boreholes

  • Original Paper
  • Published:
Rock Mechanics and Rock Engineering Aims and scope Submit manuscript

Abstract

Rockburst has always been a worldwide tricky problem in the mining industry, and reaming borehole pressure relief technology has technological superiority in preventing and controlling rockbursts. To investigate the influence of different borehole parameters on the mechanical properties, crack evolution and energy change laws of specimens, confined compression experiments were performed on specimens with different borehole diameters, reaming lengths and spacing. First, the theoretical analysis of the reaming borehole pressure relief mechanism is conducted, illustrating the effect of borehole parameters determining the stress distribution characteristics around the borehole. Then, the effect of the borehole parameters on the mechanical behavior is analyzed in detail. The test results indicated that the larger the diameter, the reaming length and the smaller the borehole spacing, the lower the peak strength and elastic modulus. Furthermore, the relationship between failure behaviour and borehole diameters is analyzed based on the AE behavior and fracture characteristics. Finally, the analysis of internal energy evolution further confirmed that increasing the borehole diameter, reaming length, and reducing the borehole spacing can increase the dissipation strain energy to achieve a better pressure relief effect.

Highlights

  • A new reaming borehole pressure relief technology is proposed, which could reduce the damage to the shallow anchored surrounding rock while achieving effective pressure relief of the deep surrounding rock.

  • The prefabricated borehole specimens are tested to study the influence of borehole parameters on mechanical behavior.

  • The energy evolution characteristics of specimens with prefabricated reaming boreholes are analyzed to better understand the pressure relief mechanism.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24

Similar content being viewed by others

Data availability

Data will be made available on request.

References

  • Bo K, Khandelwal M, Asteris PG et al (2021) Rock-burst occurrence prediction based on optimized naive Bayes models. IEEE Access 9:91347–91360

    Article  Google Scholar 

  • Cao AY, Dou LM, Wang CB (2016) Microseismic precursory characteristics of rock burst hazard in mining zones near a large residual coal pillar: a case study from Xuzhuang Coal Mine, Xuzhou, China. Rock Mech Rock Eng 49:4407–4422

    Article  Google Scholar 

  • Chen M, Yang SQ, Gamage RP (2018) Fracture processes of rock-like specimens containing non-persistent cracks under uniaxial compression. Energies 12:1–24

    Article  Google Scholar 

  • Chen M, Zang CW, Ding ZW (2022) Effects of confining pressure on deformation failure behavior of jointed rock. J Cent South Univ 29:1305–1319

    Article  Google Scholar 

  • Dou LM, Lu CP, Mu ZL (2009) Prevention and forecasting of rock burst hazards in coal mines. Min Sci Technol 19:585–591

    Google Scholar 

  • Gao YW, Chen W (2021) Deformation mechanism and surrounding rock control in high-stress soft rock roadway: a case study. Adv Civ Eng

  • Gao YN, Zhang YD, Zhang ZT et al (2021) Parametric study of the borehole drilling in jointed rock mass. Geofluids 2021:8237199. https://doi.org/10.1155/2021/8237199

  • Gong FQ, Wang YL, Wang ZG et al (2021) A new criterion of coal burst proneness based on the residual elastic energy index. Int J Min Sci Technol 31:553–563

    Article  Google Scholar 

  • Gong FQ, He ZC, Jiang Q (2022) Internal mechanism of reducing rock burst proneness of rock under high-stress by real-time drilling pressure Relief. Rock Mech Rock Eng 55:5063–5081

    Article  Google Scholar 

  • Hao J, Bian H, Shi YK et. al (2021) Research on Pressure Relief Borehole Parameters Based on Abutment Pressure Distribution Pattern. Shock and Vibration, Volume 2021, Article ID 7143590 https://doi.org/10.1155/2021/7143590

  • He MC, Miao JL, Feng JL (2010) Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions. Int J Rock Mech Min Sci 47:286–298

    Article  Google Scholar 

  • Hebblewhite B, Galvin J (2017) A review of the geomechanics aspects of a double fatality coal burst at Austar Colliery in NSW, Australia in April 2014. Int J Min Sci Technol 27:3–7

    Article  Google Scholar 

  • Hu XC, Su GS, Chen GY et al (2019) Experiment on rockburst process of borehole and its acoustic emission characteristics. Rock Mech Rock Eng 52:783–802

    Article  Google Scholar 

  • Huang YH, Yang SQ, Zhao J (2016) Three-dimensional numerical simulation on triaxial failure mechanical behavior of rock-like specimen containing two unparallel cracks. Rock Mech Rock Eng 49:4711–4729

    Article  Google Scholar 

  • Huang YH, Yang SQ, Ranjith PG et al (2017) Strength failure behavior and crack evolution mechanism of granite containing pre-existing non-coplanar holes: Experimental study and particle flow modeling. Comp Geotech 88:182–198

    Article  Google Scholar 

  • Jia CY, Jiang YJ et al (2017) Laboratory and numerical experiments on pressure relief mechanism of large-diameter boreholes. Rock Soil Mech 39:1115–1122 (in Chinese)

    Google Scholar 

  • Jin J, Cao P, Chen Y (2017) Influence of single flaw on the failure process and energy mechanics of rock-like material. Comput Geotech 86:150–162

    Article  Google Scholar 

  • Khazaei C, Hazzard J, Chalaturnyk R (2015) Damage quantification of intact rocks using acoustic emission energies recorded during uniaxial compression test and discrete element modeling. Comput Geotech 67:94–102

    Article  Google Scholar 

  • Konicek P, Soucek K, Stas L et al (2013) Long-borehole destress blasting for rock burst control during deep under-ground coal mining. Int J Rock Mech Min Sci 61:141–153

    Article  Google Scholar 

  • Li W, Lu ZL, Gao Q (2012) A numerical study of rock burst development and strain energy release. Int J Min Sci Technol 22:675–680

    Article  Google Scholar 

  • Li XM, Zhang DM, Yu G (2021) Research on damage and acoustic emission properties of rock under uniaxial compression. Geotech Geol Eng 39:3549–3562

    Article  Google Scholar 

  • Ma NJ, Li J, Zhao ZQ (2015) Study on the distribution law of deflection stress field and plastic zone of surrounding rock of circular roadway. J China Univ Min Technol 44:206–213 (in Chinese)

    Google Scholar 

  • Miao SJ, Cai MF, Guo QF et al (2016) Rock burst prediction based on in situ stress and energy accumulation theory. Int J Rock Mech Min Sci 83:86–94

    Article  Google Scholar 

  • Moradian Z, Einstein HH, Ballivy G (2016) Detection of cracking levels in brittle rocks by parametric analysis of the acoustic emission signals. Rock Mech Rock Eng 49:785–800

    Article  Google Scholar 

  • Nian J, Zhao B, Zhang W (2022) Numerical simulation research on the pressure relief and permeability enhancement mechanism of large-diameter borehole in coal seam. Geofluids 2022:2926213. https://doi.org/10.1155/2022/2926213

  • Peng RD, Ju Y, Wang JG (2015) Energy dissipation and release during coal failure under conventional triaxial compression. J Rock Mech Geotech Eng 48:509–526

    Article  Google Scholar 

  • Peng C, Liu WR (2021) Study on Pressure Relief Effect of Rock mass with Different Borehole parameters. Adv Civ Eng. https://doi.org/10.1155/2021/5558673

  • Shi QW, Mishra B, Wang SW (2021) In situ assessment of the effectiveness of an undisturbed single driving entry’s relief borehole in coal burst-prone seam. Mining Metall Explor 38:2443–2452

    Google Scholar 

  • Wang X, Meng FB (2018) Statistical analysis of large accidents in China’s coal mines in 2016. Nat Hazards 92:311–325

    Article  Google Scholar 

  • Wang Q, Jiang B, Pan R, Li SC et al (2018) Failure Mechanism of surrounding rock with high stress and confined concrete support system. Int J Rock Mech Min Sci 102:89–100

    Article  Google Scholar 

  • Wang CL, Cao C, Li CF (2022) Experimental investigation on synergetic prediction of granite rock burst using rock failure time and acoustic emission energy. J Cent South Univ 29:1262–1273

    Article  Google Scholar 

  • Wen YL, Zhang GJ, Zhang ZQ (2013) Numerical Experiments of Drilling Pressure Relief Preventing Roadway Rock Burst. Applied Mech Mater 353–356:1583–1587

    Article  Google Scholar 

  • Xie HP, Li LY, Peng RD et al (2009) Energy analysis and criteria for structural failure of rocks. J Rock Mech Geotech Eng 1:11–20

    Article  Google Scholar 

  • Xu L, Gong FQ, Luo S (2021) Effects of pre-existing single crack angle on mechanical behaviors and energy storage characteristics of red sandstone under uniaxial compression. Theor Appl Fract Mec 113:102933

    Article  Google Scholar 

  • Yang XX, Kulatilake PHSW, Jing HW, Yang SQ (2015) Numerical simulation of a jointed rock block mechanical behavior adjacent to an underground excavation and comparison with physical model test results. Tunn Undergr Space Technol 50:129–142

    Article  Google Scholar 

  • Yang RS, Li YL, Guo DM et al (2017) Failure mechanism and control technology of water-immersed roadway in high-stress and soft rock in a deep mine. Int J Min Sci Technol 2:245–252

    Article  Google Scholar 

  • Yang SQ, Chen M, Yan T (2021) Experimental study on anchorage mechanical behavior and surface cracking characteristics of a non-persistent jointed rock mass. Rock Mech Rock Eng 54:1–29

    Article  Google Scholar 

  • Yao JP, Yin YC et al (2020) Segmented enlarged-diameter borehole destressing mechanism and its influence on anchorage support system. Energy Sci Eng 8:2831–2840

    Article  Google Scholar 

  • Yu X, Song WD, Tan YY et al (2022) Energy dissipation and 3d fracturing of Backfill-encased-rock under triaxial compression. Const Build Mater 341:127877

    Article  Google Scholar 

  • Zhang CG, Conbulat I, Tahmasebinia F et al (2017a) Assessment of energy release mechanisms contributing to coal burst. Int J Min Sci Technol 27:43–47

    Article  Google Scholar 

  • Zhang CG, Conbulat I, Hebblewhite B et al (2017b) Assessing coal burst phenomena in mining and insights into directions for future research. Int J Min Sci Technol 179:28–44

    Google Scholar 

  • Zhang SC, Li YY, Shen BT (2019) Effective evaluation of pressure relief drilling for reducing rock bursts and its application in underground coal mines. Int J Rock Mech Min Sci 114:7–16

    Article  Google Scholar 

  • Zhang WL, Li C, Jin JX (2021) A new monitoring-while-drilling method of large diameter drilling in underground coal mine and their application. Measurement 173:108840

    Article  Google Scholar 

  • Zhang L, Wenwen C, Zhongyuan L et al (2022) Crack propagation characteristics during progressive failure of circular tunnels and the early warning thereof based on multi-sensor data fusion. Geomechan Geophy Geo-Ener Geo-Resour 8:172

  • Zhao TB, Guo WY, Tan YL (2018) Case histories of rock bursts under complicated geological conditions. B Eng Geol Environ 77:1529–1545

    Article  Google Scholar 

Download references

Acknowledgements

The research was supported by the National Natural Science Foundation of China (52004145) and the Natural Science Foundation of Shandong Province (ZR2020QE119).

Author information

Authors and Affiliations

Authors

Corresponding authors

Correspondence to Chuanwei Zang or Guangchao Zhang.

Ethics declarations

Conflict of interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Chen, M., Zhang, Y., Zang, C. et al. Experimental Investigation on Pressure Relief Mechanism of Specimens with Prefabricated Reaming Boreholes. Rock Mech Rock Eng 56, 2949–2966 (2023). https://doi.org/10.1007/s00603-022-03159-1

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s00603-022-03159-1

Keywords

Navigation