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Designing of radial bolting in tunnels

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Abstract

The effect of geometrical and mechanical parameters of bolting on the stress-strain state of rock mass around a tunnel is estimated using a specifically developed numerical method.

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REFERENCES

  1. P. P. Oreste, “Comportamento di bulloni passivi in galleria: un nuovo modello di simulazione,” Gallerie e Grandi Opere Sotterranee, 43 (1994).

  2. P. P. Oreste, “Nuovi modelli di calcolo delle strutture di rinforzo e precontenimento in galleria,” Tesi di Dottorato, Dottorato di Ricerca in Ingegneria delle Risorse del Sottosuolo, Politecnico di Torino 4(1995).

  3. P. P. Oreste and D. Peila, “Radial passive rockbolting in tunnelling design with a new convergence-confinement model,” Int. J. Rock Mech. Mining Sci., 33, No. 5 (1996).

    Google Scholar 

  4. S. Pelizza, D. Peila, and P. P. Oreste, “A new approach for ground reinforcing design,” Tunnelling and Ground Conditions, Il Cairo, Eggito (1994).

    Google Scholar 

  5. P. G. Grasso, A. Mahtab, and S. Pelizza, “Riqualificazione della massa rocciosa: un criterio per la stabilizzazione delle gallerie,” Gallerie e Grandi Opere Sotterranee, 29 (1989).

  6. B. Indraratna and P. K. Kaiser, “Design for grouted rock bolts based on the convergence control method,” Int. J. Rock Mech. Mining Sci., No. 27 (1990).

  7. H. Stille, M. Holmberg, and G. Nord, “Support of weak rock with grouted bolts and shotcrete,” Int. J. Rock Mech. Mining Sci., No. 26 (1989).

  8. A. Graziani and R. Ribacchi, “Stato di sforzo e di deformazione intorno ad una galleria sostenuta con barre passive,” in: Proceedings of the 18th National Conference on Geotechique, Rimini (1993).

  9. E. T. Brown, J. W. Bray, B. Ladanyi, and E. Hoek, “Ground response curves for rock tunnels,” J. Geotech. Eng., No. 109 (1983).

  10. M. Panet and A. Guenot, “Analysis of convergence behind the face of a tunnel,” in: Proceedings of Tunnelling 82, Brighton (1982).

  11. P. P. Oreste, “Analysis of structural interaction in tunnels using the convergence-confinement approach,” Tunnelling and Underground Space Technology, Pergamon Press, Oxford, Elsevier Science, Ltd., London (2003).

    Google Scholar 

  12. B. Indraratna and P. K. Kaiser, “Stabilization of underground opening in jointed rock by fully grouted bolts,” in: Proceedings of the 15th Canadian Rock Mechanics Symposium, Toronto (1989).

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Translated from Fiziko-Tekhnicheskie Problemy Razrabotki Poleznykh Iskopaemykh, No. 4, pp. 72–83, July–August, 2004.

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Oreste, P. Designing of radial bolting in tunnels. J Min Sci 40, 384–394 (2004). https://doi.org/10.1007/s10913-004-0022-8

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  • DOI: https://doi.org/10.1007/s10913-004-0022-8

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