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

Author:

Ghadimi Mostafa,Shahriar Koroush,Jalalifar Hossein

Funder

mostafa

Publisher

Springer Science and Business Media LLC

Subject

Multidisciplinary

Reference22 articles.

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)

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)

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