A simplified model to study the behavior of pre-tensioned fully grouted bolts around tunnels and to analyze the more important influencing parameters
Author:
Publisher
Pleiades Publishing Ltd
Subject
Geology,Geotechnical Engineering and Engineering Geology
Link
http://link.springer.com/content/pdf/10.1134/S1062739114030156.pdf
Reference22 articles.
1. Oreste P., 2004. Designing of radial bolting in tunnels. Journal of Mining Science, 40(4), pp. 384–394.
2. Oreste P.P. and Cravero M., 2008. An analysis of the action of dowels on the stabilization of rock blocks on underground excavation walls. Rock Mechanics and Rock Engineering, 41(6), pp. 835–868.
3. Oreste P.P., 2009. The dimensioning of dowels for the stabilization of potentially unstable rock blocks on the walls of underground chambers. Geotechnical and Geological Engineering, 27(1), pp. 53–69.
4. Oreste P., 2013. Face stabilization of deep tunnels using longitudinal fibreglass dowels. International Journal of Rock Mechanics and Mining Sciences, 58, pp. 127–140.
5. Oreste, P.P. and Peila, D., Radial Passive Rockbolting in Tunneling Design with a New Convergence-Confinement Model, Int. J. Rock Mechanics and Mining Science, 1996, vol. 33, pp. 443–454.
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