Skip to main content
Log in

Stability Analysis and Support Control for a Jointed Soft Rock Roadway Considering Different Lateral Stresses

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

Abstract

The stability of coal mine roadways in jointed soft rock masses is an important issue for safe and efficient mining production in underground mines. Taking a main haulageway of a coal mine in Guizhou Province in China as the research background, the instability failure caused by large deformation of a roadway in a cracked rock mass was analysed, and its support control measures were put forward. First, the stability of the surrounding rock was evaluated by field investigation on the failure characteristics and statistics for the development of joints and fissures in the surrounding rock. Second, the corresponding numerical model was established by using FLAC3D software, and the influence of the lateral pressure coefficient λ on the plastic zone and principal stress were analysed quantitatively. In addition, the evolution process of the plastic zone over time was summarized. Furthermore, the key points of the reinforcement plan and support parameter design were provided on the basis of the technical approach for deformation control of the surrounding rock of the roadway. The original supporting scheme was optimized step by step, and the combined supporting scheme with “short bolt, long anchor cable and two-step grouting shell” serving as the main concept was put forward. Finally, the results of numerical calculation and field practice showed that the optimized scheme could effectively restrain the local deformation in the plastic zone of the surrounding rock of the roadway. The overall deformation was in a controllable range. In addition, the reinforced anchor cable was anchored to the deep part of the surrounding rock, ensuring the safety and stability of the 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
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18

Similar content being viewed by others

References

  • Chen S, Wu A, Wang Y, Chen X, Yan R, Ma H (2018) Study on repair control technology of soft surrounding rock roadway and its application. Eng Fail Anal 92:443–455

    Article  Google Scholar 

  • Cheng YM (2012) Modified kastner formula for cylindrical cavity contraction in mohr-coulomb medium for circular tunnel in isotropic medium. J Mech 20:163–169

    Article  Google Scholar 

  • Du S, Li D, Sun J (2019) Stability control and support optimization for a soft-rock roadway in dipping layered strata. Geotech Geol Eng 37(3):2189–2205

    Article  Google Scholar 

  • Guo Y, Zhu W, Yu D, Li X (2011) Study of a high slope stability considering the stochastic distribution of rock joint set. Appl Mech Mater 90–93:786–790

    Article  Google Scholar 

  • Jiao Y-Y, Song L, Wang X-Z, Coffi Adoko A (2013) Improvement of the U-shaped steel sets for supporting the roadways in loose thick coal seam. Int J Rock Mech Min Sci 60:19–25

    Article  Google Scholar 

  • Li, X., K. Du & D. Li (2015) True triaxial strength and failure modes of cubic rock specimens with unloading the minor principal stress. Rock Mech Rock Eng 48:2185-2196

    Article  Google Scholar 

  • Li C, Shi W, Feng R (2017) Elastic–plastic analysis of surrounding rock in deep roadway considering shear dilatancy property under non-uniform stress field. J Eng Sci Technol Rev 10(4):16–24

    Article  Google Scholar 

  • Li D, Han Z, Sun X, Zhou T, Li X (2019) Dynamic mechanical properties and fracturing behavior of marble specimens containing single and double flaws in SHPB tests. Rock Mech Rock Eng 52(6):1623–1643

    Article  Google Scholar 

  • Ma C, Yao W, Yao Y, Li J (2018) Simulating strength parameters and size effect of stochastic jointed rock mass using DEM method. KSCE J Civ Eng 22:4872–4881

    Article  Google Scholar 

  • Mao D, Nilsen B, Lu M (2011) Analysis of loading effects on reinforced shotcrete ribs caused by weakness zone containing swelling clay. Tunn Undergr Space Technol 26:472–480

    Article  Google Scholar 

  • Wang Q, Jiang B, Pan R, Li S-C, He M-C, Sun H-B, Qin Q, Yu H-C, Luan Y-C (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 F, Cao P, Cao R-h, Xiong X-g, Hao J (2019) The influence of temperature and time on water–rock interactions based on the morphology of rock joint surfaces. Bull Eng Geol Environ 78(5):3385–3394

    Article  Google Scholar 

  • Wang W, Guo G, Zhu Y, Yu W (2015) Malignant development process of plastic zone and control technology of high stress and soft rock roadway. J China Coal Soc 40(12):2747–2754

    Google Scholar 

  • Yang S-Q, Chen M, Jing H-W, Chen K-F, Meng B (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 

  • Yu W, Liu F (2018) Stability of close chambers surrounding rock in deep and comprehensive control technology. Adv Civ Eng 2018:1–18

    Google Scholar 

  • Yuan H-h, Shan R-l, Su X-g (2018a) Deformation characteristics and stability control of a gateroad in fully mechanized mining with large mining height. Arab J Geosci 11:767

    Article  Google Scholar 

  • Yuan Y, Wang W, Li S, Zhu Y (2018b) Failure mechanism for surrounding rock of deep circular roadway in coal mine based on mining-induced plastic zone. Adv Civ Eng 2018:1–14

    Google Scholar 

  • Zhang C, Yang ZX, Nguyen GD, Jardine RJ, Einav I (2014) Theoretical breakage mechanics and experimental assessment of stresses surrounding piles penetrating into dense silica sand. Geotech Lett 4:11–16

    Article  Google Scholar 

  • Zhang Z, Bai J, Chen Y, Yan S (2015) An innovative approach for gob-side entry retaining in highly gassy fully-mechanized longwall top-coal caving. Int J Rock Mech Min Sci 80:1–11

    Article  Google Scholar 

  • Zhao Y, Zhang L, Wang W, Pu C, Wan W, Tang J (2016) Cracking and stress–strain behavior of rock-like material containing two flaws under uniaxial compression. Rock Mech Rock Eng 49:2665–2687

    Article  Google Scholar 

  • Zhao Y, Zhang L, Wang W, Tang J, Lin H, Wan W (2017) Transient pulse test and morphological analysis of single rock fractures. Int J Rock Mech Min Sci 91:139–154

    Article  Google Scholar 

  • Zhao Y, Zhang L, Wang W, Wan W, Ma W (2018) Separation of elastoviscoplastic strains of rock and a nonlinear creep model. Int J Geomech 18:04017129

    Article  Google Scholar 

  • Zhao Y, Wang Y, Wang W, Tang L, Liu Q, Cheng G (2019) Modeling of rheological fracture behavior of rock cracks subjected to hydraulic pressure and far field stresses. Theor Appl Fract Mech 101:59–66

    Article  Google Scholar 

  • Zheng W, Zhao Y, Bu Q (2018) The coupled control of floor heave based on a composite structure consisting of bolts and concrete antiarches. Math Probl Eng 2018:1–14

    Google Scholar 

Download references

Acknowledgements

The work was financially supported by the National Natural Science Foundation of China (No. 51474250), the Innovation-driven Program Project of Central South University (No. 2018CX020), the Fundamental Research Funds for the Central Universities of Central South University (No. 2017zzts165), and the Open Research Fund Program of Work Safety Key Lab on Prevention and Control of Gas and Roof Disasters for Southern Coal Mines (Hunan University of Science and Technology) (No. E21827).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Diyuan Li.

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

Du, S., Li, D., Yu, W. et al. Stability Analysis and Support Control for a Jointed Soft Rock Roadway Considering Different Lateral Stresses. Geotech Geol Eng 38, 237–253 (2020). https://doi.org/10.1007/s10706-019-01013-w

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10706-019-01013-w

Keywords

Navigation