Skip to main content
Log in

Numerical Investigation on Factors Affecting Stability of Roadway Surrounding Rock with Fractured Roof

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

Abstract

Based on the feature of roadway surrounding rock with fractured roof, the influencing factors on the stability of roadway surrounding rock with fractured roof were analyzed. It was found that the main controlling factors affecting the deformation and failure of roadway surrounding rock with fractured roof are ground stress, roof strength and joint properties. Thus, numerical software UDEC was used to investigate these factors on the stability of roadway surrounding rock. Numerical results indicate that the greater the ground stress, the greater the roadway deformation. The weaker the roof strength, the larger the roadway deformation range. Roadway deformation increases rapidly with decreased joint properties.

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

Similar content being viewed by others

References

  • Barton N (2013) Shear strength criteria for rock, rock joints, rockfill and rock masses: problems and some solutions. J Rock Mech Geotech Eng 5(04):249–261

    Article  Google Scholar 

  • Das AJ, Mandal PK, Bhattacharjee R, Tiwari S, Kushwaha A, Roy LB (2017) Evaluation of stability of underground workings for exploitation of an inclined coal seam by the ubiquitous joint model. Int J Rock Mech Min Sci 93:101–114

    Article  Google Scholar 

  • Kundu S, Kumari A (2017) Torsional wave propagation in an initially stressed anisotropic heterogeneous crustal layer lying over a viscoelastic half-space. Proc Eng 173:980–987

    Article  Google Scholar 

  • Kuzniar K, Tatara T (2017) Application of mine-induced free-field and building foundation vibrations for evaluation of their harmfulness using mining scales. Proc Eng 199:2378–2383

    Article  Google Scholar 

  • Lei MF, Peng LM, Shi CH (2015) Model test to investigate the failure mechanisms and lining stress characteristics of shallow buried tunnels under unsymmetrical loading. Tunn Undergr Space Technol Inc Trenchless Technol Res 46:64–75

    Article  Google Scholar 

  • Luo Y, Yuan L, Yang Y (2014) Experimental study on stability control technology of surrounding rock of deep roadways in coal mine. Eng Sci 12(02):12–21

    Google Scholar 

  • Luo JH, Mi DC, Ye QY, Deng SQ, Zeng FQ, Zeng YJ (2018) The analysis of creep characteristics of the surrounding rock of the carbonaceous rock tunnel based on Singh--Mitchell model. IOP Conf Ser: Earth Environ Sci 108(3):12–42

    Google Scholar 

  • Mariusz M, Wąsik M, Małoszewski P (2017) Interpretation of environmental tracer data for conceptual understanding of groundwater flow: an application for fractured aquifer systems in the Kłodzko Basin, Sudetes. Poland. Isot Environ Health Stud 53(5):466–483

    Article  Google Scholar 

  • Meng B, Jing HW, Chen KF, Su HJ (2013) Failure mechanism and stability control of a large section of very soft roadway surrounding rock shear slip. Int J Min Sci Technol 23(01):127–134

    Article  Google Scholar 

  • Meng QB, Han LJ, Chen YL, Fan JD, Wen SY, Yu LY, Li H (2016) Influence of dynamic pressure on deep underground soft rock roadway support and its application. Int J Min Sci Technol 26(05):903–912

    Article  Google Scholar 

  • Peng R, Meng XR, Zhao GM, Li YM, Zhu JM (2018) Experimental research on the structural instability mechanism and the effect of multi-echelon support of deep roadways in a kilometre-deep well. PLoS ONE 13(2):19–24

    Article  Google Scholar 

  • Reed R, Mctyer K, Frith R (2017) An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden. Int J Min Sci Technol 27(01):9–15

    Article  Google Scholar 

  • Sun XM, Chen F, Miao CY, Song P, Li G, Zhao CW, Xia X (2018) Physical modeling of deformation failure mechanism of surrounding rocks for the deep-buried tunnel in soft rock strata during the excavation. Tunn Undergr Space Technol Inc Trenchless Technol Res 74:247–261

    Article  Google Scholar 

  • Xie SR, Li EP, Li SJ, Wang JG, He CC, Yang YF (2015) Surrounding rock control mechanism of deep coal roadways and its application. Int J Min Sci Technol 25(03):429–434

    Article  Google Scholar 

  • Xin YJ, Gou PF, Ge FD (2014) Analysis of stability of support and surrounding rock in mining top coal of inclined coal seam. Int J Min Sci Technol 24(01):63–68

    Article  Google Scholar 

  • Zhang H, Sun JC, Liu XC, Gao MZ, Chen SG (2018) Analysis of deformation law of tunnel surrounding rock based on visualization of rock mass structure. IOP Conf Ser: Earth Environ Sci 167(1):32–33

    Google Scholar 

Download references

Acknowledgements

Financial support for this work was supported by the State Key Research Development Program of China (No. 2016YFC0801403), Shandong Provincial Natural Science Foundation, China (No. ZR2018MEE009).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Shitan Gu.

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

Ding, K., Gu, S., Guo, J. et al. Numerical Investigation on Factors Affecting Stability of Roadway Surrounding Rock with Fractured Roof. Geotech Geol Eng 37, 2373–2385 (2019). https://doi.org/10.1007/s10706-018-00762-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-018-00762-4

Keywords

Navigation