International Journal of Mining Engineering

, Volume 2, Issue 1, pp 1–42

Roof bolting in underground mining: a state-of-the-art review

Authors

  • Syd S. Peng
    • Department of Mining Engineering, College of Mineral and Energy ResourcesWest Virginia University
  • D. H. Y. Tang
    • Department of Mining Engineering, College of Mineral and Energy ResourcesWest Virginia University
Review

DOI: 10.1007/BF00880855

Cite this article as:
Peng, S.S. & Tang, D.H.Y. International Journal of Mining Engineering (1984) 2: 1. doi:10.1007/BF00880855

Conclusions

With continuing investigations and developments, roof bolting today can in most cases successfully reinforce the mine roof in underground mining. In order to cope with the increasing use of roof bolts, efforts should be made to maximize the safety and minimize the cost. With regard to mechanical bolting, two important parameters need more advanced improvements and study, namely, optimum design of the shape and type of expansion shell and optimum bolt tension for a specific bolt pattern. For the fully grouted resin bolt, the most critical requirement is to develop a fast-setting, low-cost, intoxic, inflammable grouting material that can be used in the high speed mining cycle. It should be noted that geological conditions such as the strata type, rock properties,in situ stress, and planes of weakness play an important role in the successful application of any roof bolting system. These factors should be specified as accurately and quantitatively as possible in the design of any roof bolting system. Finally, proper and careful installation and continuous monitoring are imperative for the success of any roof bolting system.

Keywords

Rock bolting underground mining strata control support rock mechanics

Copyright information

© Chapman and Hall Ltd 1984