Skip to main content
Log in

Analysis of Cooperative Control Effect of Pressure Relief and Long Bolt Support for Deep Roadway Under Strong Mining Disturbance of Adjacent Working Face

  • Original Paper
  • Published:
Geotechnical and Geological Engineering Aims and scope Submit manuscript

Abstract

The stability of mining roadways is pivotal to safe mining in deep underground coal mines. In order to control the stability of mining roadways in deep mines, this paper studies the cooperative control effect of pressure relief and long bolt support for deep roadway under strong mining disturbance of adjacent working face in Wenjiapo Coal Mine in West China. The numerical calculation software FLAC3D was used to simulate the distribution law of the displacement, stress and plastic zone around the roadway under the disturbance of excavation and working face mining with three support schemes: “short bolt + long cable”, “long bolt + short cable”, and “long bolt + short cable + drillholes and cutting grooves pressure relief”. The results show that extending the length of bolt can ensure the supporting effect while reducing the consumption of anchor cables in the roof, and can reduce the roadway floor heave by 5.5%. Moreover, the peak lateral pressure of the roadway is reduced by 12.5%, the peak value is shifted to the depth by 6 m, and the floor heave of the roadway is reduced by 36% when the countermeasures of pressure relief in the ribs and floor are adopted. This indicates that the schemes of pressure relief and long bolt support has a significant beneficial effect on decreasing the high stress environment and controlling the deformation of roadway.

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

Similar content being viewed by others

References

  • Fang S, Zhang J (2014) In-situ measure to internal stress of shotcrete layer in soft-rock roadway. Int J Coal Sci Technol 1:321–328

    Article  Google Scholar 

  • Huang BX, Zhang N, Jing HW et al (2020) Large deformation theory of rheology and structural instability of the surrounding rock in deep mining roadway. J China Coal Soc 45(03):911–926

    Google Scholar 

  • Kang HP, Wang JH (2007) Coal roadway roof bolt support theory and complete set of technology. Coal Industry Press, Beijing, pp 194–199

    Google Scholar 

  • Kang HP, Jiang PF, Huang BX et al (2020) Roadway strata control technology by means of bolting-modification-destressing in synergy in 1000 m deep coal mines. J China Coal Soc 45(03):845–864

    Google Scholar 

  • Lan YW, Zhang YJ, Gao HM et al (2005) Research on the mechanism of floor heave of roadway in deep mining. Min Res Dev 25(1):34–36

    Google Scholar 

  • Li XH, Yang HM, Liu HX et al (2006) Research on bolt-grouting reinforcement technology in dynamic pressure and soft rock roadway. J Min Saf Eng 23(2):159–163

    Google Scholar 

  • Ma Y, Jing HW, Chen YH (2007) Numerical simulation of failure mechanism of surrounding rocks in mining induced roadway and its support. J Min Saf Eng 24(1):109–113

    Google Scholar 

  • Shan RL, Kong XS, Wei ZT et al (2013) Theory and application of strong support for coal roadway sidewall. Chin J Rock Mech Eng 32(7):1304–1314

    Google Scholar 

  • Shan RL, Kong XS, Yan FY et al (2015) Research on sidewall and corner strengthened support for coal roadway by modeling experiments. Chin J Rock Mech Eng 34(11):2336–2345

    Google Scholar 

  • Sun L, Wu H, Yang B et al (2015) Support failure of a high-stress soft-rock roadway in deep coal mine and the equalized yielding support technology: a case study. Int J Coal Sci Technol 2:279–286

    Article  Google Scholar 

  • Wang H, Xue S, Jiang Y et al (2018) Field investigation of a roof fall accident and large roadway deformation under geologically complex conditions in an underground coal mine. Rock Mech Rock Eng 51:1863–1883

    Article  Google Scholar 

  • Xie FX, He FL, Yin SF (2016) Study on asymmetric control of large section gob-side coal entry influenced by strong mining. J Min Saf Eng 33(06):999–1007

    Google Scholar 

  • Yan H, He, Fl, Li, Ly et al (2017) Control mechanism of a cable truss system for stability of roadways within thick coal seams. J Cent South Univ 24:1098–1110

    Article  Google Scholar 

  • Yang SQ, Chen M, Jing HW et al (2017) A case study on large deformation failure mechanism of deep soft rock roadway in Xin’An coal mine, China. Eng Geol 217:89–101

    Article  Google Scholar 

  • Zhang N, Li XH, Gao MS (2004) Pretensioned support of roadway driving along next gob and heading adajacent advancing coal face its application. Chin J Rock Mech Eng 23(12):2100

    Google Scholar 

  • Zhang Z, Chen H, Li D, Zhang Z (2020) Stability control of the equipment recovery passage in a fully mechanized longwall mining: case study. Geotech Eng G. https://doi.org/10.1007/s10706-020-01522-z

    Article  Google Scholar 

  • Zhang Z, Guan W, Chen H (2020) Numerical study on the effectiveness of the grouting cable bolt in deep retained goaf side gateroad. Geotech Geol Eng 38(5):4529–4543

    Article  Google Scholar 

Download references

Acknowledgements

This work was financially supported by the Natural Science Fundamental Research Program Enterprise United Fund of Shaanxi Province of China (Grant No. 2019JLZ-04).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Zhe Xiang.

Additional information

Publisher's Note

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

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, S., Xiang, Z., Deng, J. et al. Analysis of Cooperative Control Effect of Pressure Relief and Long Bolt Support for Deep Roadway Under Strong Mining Disturbance of Adjacent Working Face. Geotech Geol Eng 39, 2259–2268 (2021). https://doi.org/10.1007/s10706-020-01622-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-020-01622-w

Keywords

Navigation