REFERENCES – Rock Bolting

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  • Aydan, O. (1989). The stabilisation of rock engineering structures by rock bolts. Geotechnical Engineering. Nagoya, Nagoya University. Doctor of Philosophy.
  • Aziz, N. I. (2004). Bolt surface profiles-an important parameter in load transfer capacity appraisal. Int. Symp. on Ground support, Perth, Western Australia, pp 221-231.
  • Aziz, N. I., Jalalifar, H. and Concalves, J. (2006). Bolt surface configurations and load  transfer mechanism. Proc.7th Underground Coal Operators Conference, Coal 2006, Wollongong, pp 263-264.
  • Aziz, N. I., Jalalifar, H., Remennikov, A., Sinclair, S. and Green, A. (2008). Optimisation of the Bolt Profile Configuration for Load Transfer Enhancement. Proc.8th Underground Coal Operators Conference, Coal 2008, Wollongong, pp 125-131.
  • Bieniawski, Z. T. (1984). Rock mechaincs design in mining and tunnelling, Balkema publishers, 272p.
  • Bolstad, D. and Hill, J. (1983). Bureau of Mines rock bolting research. Proceedings of the International Symposium on Rock Bolting, Abisko, Sweden, pp 313-320.
  • Cao, C. (2012). Bolt profile configuration and load transfer capacity optimisation. School of Civil, Mining and Environmental Engineering, University of Wollongong. Doctor of Philosophy.
  • Fabjanczyk, M. W. and Tarrant, G. C. (1992). Load transfer mechanisms in reinforcing tendons. International confress on ground control in mining, Wollongong University, pp 212-218.
  • Franklin, J. A. and Dusseault, M. B. (1989). Rock Engineering. McGraw-Hill,New York,USA,600p.
  • Hillyer, J. (2012). Influence of installation method and resin properties on rock bolt performance in underground coal mines, University of Wollongong. Undergraduate thesis.
  • Hoek, E. and Wood, D. F. (1989). Rock support.Int J Rock Mech Min Sci Geomech Abstr 26(2): 282–287.
  • Hyett, A. J., Bawden, W. F. and Reichert, R. D. (1992). The effect of rock mass confinement on the bond strength of fully grouted cable bolts.International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 29(5): 503-524.
  • Jalalifar, H. (2006). A new approach in determining the load transfer mechanism in fully grouted bolts. School of Civil, Mining and Environmental Engineering, University of Wollongong. Doctor of Philosophy.
  • Karabin, G. J. J. and Debevec, W. J. (1977). Comparative evaluation of conventional and resin bolting systems :  informational report 1033, 1976, 22P. U.S.M.E.a.S. Administration. IR 1033: 22p.
  • Lang, T. A., Bischoff, J. A. and Wagner, P. L. (1979). A program plan for determining optimum roof bolt tension-theory and application of rock reinforcement systems in coal mines, USBM: 256p(Cited in jafary 1994).
  • Li, C. (2012). Performance of D-bolts Under Static Loading.Rock mechanics and rock engineering 45(2): 183-192.
  • Littlejohn, S. (1993). Rock reinforcement-technology, testing, design and evaluation. Comprehensive Rock Engineering Principals, Practice and Projects(Ed.J.A.Hudson)-V.4,  413-451.
  • Luo, J., Haycocks, C., Karmis, M. and Westman, E. (1998). A critical overview of US rock bolting practices. 5th Int. Symposium Roofbolting in Mining, pp 13-34.
  • Martin, C. H. (1986). The Australasian Coal Mining Practice, Monograph 12, The AUSIMM, Melbourne.
  • MINOVA (2006). The MINOVA Guide to Resin-Grouted Rockbolts, Minova International Limited.
  • Peng, S. (2008). Coal Mine Ground Control (3rd ed), West Virginia: Syd S. Peng.
  • Schach, R., Garshol, K. and Heltzen, A. M. (1979). Rock bolting A practical handbook, Wheaton &Co.Ltd.,Exeter.
  • Windsor (1997). Rock reinforcement systems.Int J Rock Mech Min Sci Geomech Abstr 34(6): 919-951.
  • Windsor, C.R. (1992). Invited lecture: Cable bolting for underground and surface excavations. Rock Support, (eds. P.K. Kaiser and D. McCreach), Rottendam: A.A.Balkema, 349 – 376.