Skip to main content
Log in

Study of Fully Grouted Rock Bolt in Tabas Coal Mine Using Numerical and Instrumentation Methods

  • Research Article - Earth Sciences
  • Published:
Arabian Journal for Science and Engineering Aims and scope Submit manuscript

Abstract

Understanding the interaction between rock bolts and underground rock movement is critical for safe and cost-effective underground excavation design. Although early research on this subject involved a balance of theoretical analysis and field measurement, the current work focused on analytical and numerical studies. The present study aimed to study fully grouted rock bolt in Tabas Coal Mine using numerical and instrumentation methods. Tabas Coal Mine is the first fully mechanized coal mine in Iran, producing 1.5 million tons of coal per year. The mine extracts coal by both longwall and room and pillar methods. The roadways have a rectangular profile of 4.5 m width and 3.5 m height. The field investigations and geotechnical characteristics of rocks showed that the rock masses are weak, requiring a suitable support system. The roadway is intersected by a major fault zone. For the designed roadway, four patterns (two types of bolt with transfer load capacity of 180 and 195 kN) were considered. FLAC analysis showed that 13 bolt 2.4 m with 2 NO flexi bolt 4-m patterns were better than other patterns within the faulted zone. Assessing the optimum pattern through instrumentation, there was compromise between the results of numerical modeling with instrumentation reading such as telltales, sonic extensometer, and strain gauge rock bolt. Thus, there was an inspiring agreement between numerical and field methods.

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.

Similar content being viewed by others

References

  1. Jalalifar, H.: A new approach determining the load transfer mechanism in fully grouted bolts. Ph.D. Thesis, University of Wollongong NSW, Australia, pp. 40–45(2006)

  2. Cao, C.; Nemcik, J.; Aziz, N.; Ren, T.: Failure modes of rock bolting. In: Proceedings of the 12th Underground Coal Operators’ Conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 137–152 (2012)

  3. Blanco M., Hassen F.H., Tijani M.: A new experimental and analytical study of fully grouted rock bolts subjected to pull-out tests. Constr. Build. Mater. 25, 749–755 (2011)

    Article  Google Scholar 

  4. Hyett, A.; Spearing, A.J.S.: New technology for measuring the in situ performance of rock bolts. Paper ARMA 12-497 presented at the 46th US Rock mechanics/geomechanics symposium held in Chicago, IL, 24–27 June 2012, USA (2012)

  5. Blumel, M.; Schweger, H.F.; Golser, H.: Effect of rib geometry on the mechanical behavior of grouted rock bolts, World Tunneling Congress ’97, 23rd General Assembly of the International Tunneling Ass, Wien, pp. 6–7 (1997)

  6. Cai Y., Tetsuro E., Yujing J.: A rock bolt and rock mass interaction model. Int. J. Rock Mech. Min. Sci. 41(7), 1055–1067 (2004)

    Google Scholar 

  7. Aziz, N.; Jalalifar, H.: The role of Profile configuration on load transfer mechanism of bolt for effective support. J. Mines Metals Fuels 55, 339–345 (2007)

  8. Cao, C.; Nemcik, J.; Aziz, N.: Advanced numerical modeling methods of rock bolt performance in underground mines. 10th Underground coal operators’ conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 326–329 (2010)

  9. Cao, C.; Nemcik, J.; Aziz, N.: Improvement of rock bolt profiles using analytical and numerical methods, 11th Underground coal operators’ conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 141–147 (2011)

  10. Das, K.; Deb, D.: Analytical model for fully grouted rock bolts considering movements of rock joints. In: Third Indian rock conference by ISRMTT, pp. 187–199 (2011)

  11. Das K., Deb D.: Modelling of fully grouted rock bolt based on enriched finite element method. Int. J. Rock Mech. Min. Sci. 48.2, 283–293 (2011)

    Google Scholar 

  12. Aminaipor, F.: The effect load transfer mechanism of fully grouted bolts. M.Sc. Thesis, Department of mine, Islamic Azad University Bafgh, Iran, pp. 130–135 (2012)

  13. Sahebi, A.; Jalalifar, H.; Ebrahimi, M.; Adolrezaee, A.: Stability analysis of Tabas coal mine roadway using empirical and numerical methods. In: Proceedings of the 10th underground coal operators’ conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 125–134 (2010)

  14. Sahebi, A.; Jalalifar, H.; Ebrahimi, M: Stability analysis and optimum support design of a roadway in a faulted zone during longwall face retreat-case study (Tabas coal mine). In: Proceedings of the 10th underground coal operators’ conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 88–96 (2010)

  15. Taghipoor, S.: Application of numerical modeling to study the efficiency of roof bolting pattern in East 1 Main Gate of Tabas coal mine. In: Proceedings of the 6th international conference on case histories in geotechnical engineering, Arlington, pp. 2–5 (2008)

  16. Itasca, Fast Lagrangian Analysis of Continua User’s Manual. Itasca Consulting Group. Inc (2005)

  17. Ghadimi M., Shahria K., Jalalifar H.: An analytical model to predict shear stress distribution in fully encapsulated rock bolts. Geotech. Geol. Eng. 33, 59–68 (2015)

    Article  Google Scholar 

  18. Farmer I.W.: Stress distribution along a resin grouted rock anchor. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 12, 347–351 (1975)

    Article  Google Scholar 

  19. Ghadimi M., Shahria K., Jalalifar H.: Analysis profile of the fully grouted rock bolt in jointed rock using analytical and numerical methods. Int. J. Min. Sci. Technol. 24, 609–615 (2014)

    Article  Google Scholar 

  20. Guidance on the use of rockbolts to support roadways in coal mines. Published by the Health and Safety Executive, pp. 16–32 (1999)

  21. Bigby, D.; MacAndrew, K.; Hurt, K.: Innovations in mine roadway stability monitoring using dual height and remote reading electronic telltales. In: Proceedings of the 10th underground coal operators’ conference, University of Wollongong and the Australasian Institute of Mining and Metallurgy, pp. 152–155 (2010)

  22. Sakurai, S.: Lessons learned from fieldmeasurements in tunneling. Tunn. Undergr. Space Technol. 12(4), 453–460 (1997)

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Mostafa Ghadimi.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Ghadimi, M., Shahriar, K. & Jalalifar, H. Study of Fully Grouted Rock Bolt in Tabas Coal Mine Using Numerical and Instrumentation Methods. Arab J Sci Eng 41, 2305–2313 (2016). https://doi.org/10.1007/s13369-015-1935-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s13369-015-1935-z

Keywords

Navigation