Analytical model for the mechanical behaviour of bolted rock joints subjected to shearing

Rock Mechanics and Rock Engineering

Volumn 29, Issue 2, 1996, Pages 73-97

  Pellet, F ^a,c   Egger, P ^b  

^a Bonnard Gardel Consult Engineers L   (Switzerland)

^b EPFL   (Switzerland)

^c NONE   (France)

Author keywords

[No Author keywords available]

Indexed keywords

CALCULATIONS; FAILURE ANALYSIS; FUNCTIONS; MATHEMATICAL MODELS; PLASTIC DEFORMATION; SHEAR STRENGTH;

BOLTED ROCK JOINTS; PLASTIC DISPLACEMENTS; UNTENSIONED GROUTED ROCK BOLTS;

ROCK MECHANICS;

EID: 0030122956     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/BF01079755     Document Type: Article

References (19)

1. Aydan, Ö. (1989): The stabilisation of rock engineering structures by rockbolts. Ph.D. Thesis, Nagoya University, Japan.
2. Azuar, J. J. (1977): Stabilisation de massifs rocheux fissurés par barres d'acier scellées. Rapport de recherche No 73, Laboratoire Central des Ponts et Chaussées, Paris, France.
3. Bjurström, S. (1974): Shear strength of hard rock jointed reinforced by grouted untensioned bolts. In: Proc., 3rd ISRM Congress, Denver, USA, 1194-1199.
4. Di Prisco, M. (1989): Sul comportamento a taglio delle barre d'armatura nel calcestruzzo. L'azione di spinotto: Risultati sperimentali e modellazione matematica. Doctorate Thesis, Politecnico di Milano, Italia.
5. Dight, P. M. (1983): Improvements to the stability of rock walls in open pit mines. Ph.D. Thesis, Monash University, Australia.
6. Egger, P., Pellet, F. (1991): Strength and deformation properties of reinforced jointed media under true triaxial conditions. In: Proc., 7th ISRM Congress, Aachen, Germany, 215-220.
7. Egger, P., Zabuski, L. (1991): Behaviour of rough bolted joints in direct shear tests. In: Proc., 7th ISRM Congress, Aachen, Germany, 1285-1288.
8. Ferrero, A. M. (1993): Resistenza al taglio di discontinuita' rinforzate. Doctoral Thesis, Technical University of Torino, Italy.
9. Gerrard, C. M., Pande, G. N. (1985): Numerical modelling of reinforced rock masses - I. Theory, computers and geotechnics, Vol. 1, 293-318.
10. Haas, C. J. (1981): Analysis of rock bolting to prevent shear movement in fracturated ground. Mining Engng. 33 (6), 698-704.
11. Hetényi, N. (1946): Beam on elastic foundation - Theory with applications in the fields of civil and mechanical engineering. The University of Michigan Press.
12. Holmberg, M. (1991): The mechanical behaviour of untensionned grouted rock bolts. Ph. D. Thesis, Royal Institute of Technology, Stockholm, Sweden.
13. Pellet, F. (1994): Strength and deformability of jointed rock masses reinforced by rockbolts. English Translation of the Doctoral Thesis 1169, Swiss Federal Institute of Technology, Lausanne, Switzerland.
14. Pellet, F., Egger, P., Ferrero, A. M. (1995a): Contribution of fully bonded rock bolts to the shear strength of joints: Analytical and experimental evaluation. In: Proc. 2nd Int. Conference on Mechanics of Jointed and Faulted Rock, MJFR-2, Vienna.
15. Pellet, F., Egger, P., Descoeudres, F. (1995b): A method for the design of a bolting system for rock slopes. In: Proc., 8th ISRM Congress, Tokyo.
16. Schubert, P. (1984): Das Tragvermögen des Mörtelversetzten Ankers unter aufgezwungener Kluftverschiebung. Doctoral Thesis, Montanuniversität, Leoben, Austria.
17. Spang, K. (1988): Beitrag zur rechnerischen Berücksichtung vollvermörtelter Anker bei der Sicherung von Felsbauwerken in geschichtetem oder geklüftetem Gebirge. Thèse de doctorat No 740, Ecole Polytechnique Fédérale de Lausanne, Switzerland.
18. Spang, K., Egger, P. (1990): Action of fully-grouted bolts in jointed rock and factors of influence, Rock Mech. Rock Engng. 23, 201-229.
19. Swoboda, G., Marenče, M. (1992): Numerical modelling of rock bolts in intersection with fault system. Proc. Numerical models in Geomechanics, NUMOG IV, Swansea, U.K., 729-738.