Multiaxial failure criterion with time and size effects for intact rock

Vail Rocks 1999 - 37th U.S. Symposium on Rock Mechanics (USRMS)

Volumn , Issue , 1999, Pages 653-659

  Li, L ^a   Aubertin, M ^a   Simon, R ^a  

^a ÉCOLE POLYTECHNIQUE DE MONTRÉAL   (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

FAILURE (MECHANICAL); ROCK MECHANICS;

EFFECT OF TIME; FAILURE STRENGTH; INTACT ROCKS; LIMITING CONDITION; MULTIAXIAL FAILURE; SHORT TERM; SIZE EFFECTS;

ROCKS;

EID: 0345323391     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (34)

1. Atkinson, B.K. 1987. Fracture Mechanics of Rock. Academic Press, London.
2. th Can. Rock Mech. Symp.: 109-119.
3. Aubertin, M., M.J. Julien & L. Li 1998. The semi-brittle behavior of low porosity rocks. Keynote Lecture, In NARMS'98, Proc. 3rd North Am. Rock Mech. Symp., Cancun, June 1998, 2: 65-90.
4. Aubertin, M., L. Li, R. Simon & S.E. Khalfi 1999. A unified representation of the damage and failure criteria for rocks and rock masses. Submitted to the 9th Int. Congr. on Rock Mech., Paris, August 1999.
5. Aubertin, M., J. Sgaoula & D.E. Gill 1993. A damage model for rocksalt: Application to tertiary creep. In Proc. 7th Symp. on Salt 1: 117-125, Elsevier Science Publ.
6. Aubertin, M. & R. Simon 1996. A multiaxial failure criterion mat combines two quadric surfaces. In M. Aubertin, F. Hassani & H. Mitri (eds), Rock Mechanics: 1729-1736. Rotterdam: Balkema.
7. Aubertin, M. & R. Simon 1997. A damage initiation criterion for low porosity rocks. Int. J. Rock Mech. & Min. Sci. 34(3-4): #017, CD-ROM, Elsevier.
8. Aubertin, M. & R. Simon 1998. Un critère de rupture multiaxial pour matériaux fragiles. Can. J. of Civil Engng. 25(2): 277-290.
9. Barton, N.R., R. Lien & J. Lunde 1974. Engineering classification of rock masses for the design of tunnel support. Rock Mech. 6(4): 189-239.
10. Bazant, Z.P. & J. Planas 1998. Fracture and Size Effect in Concrete and Other Quasi-brittle Materials. CRC Press, Boca Raton.
11. Bieniawski, Z.T. 1968. The effect of specimen size on compressive strength of coal. Int. J. Rock Mech. Min. Sci. 5: 325-335.
12. Bieniawski, Z.T. 1984. Rock Mechanics Design in Mining and Tunneling. Rotterdam: Balkema.
13. Charles, R.J. 1958. Static Fatigue of Plass - Part I & II. J. Appl. Phys. 29(11): 1549-1560.
14. Costin, L.S. 1987. Time-dependent deformation and failure. In Aticinson (Ed.), Fracture Mechanics of Rock. 167-215, Academic Press.
15. Cristescu, N.D. & U. Hunsche 1997. Time Effects in Rock Mechanics. John Wiley & Sons.
16. Gerogiannopoulos, N.G. & E.T. Brown 1978. The critical state concept applied to rock. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 15(1): 1-10.
17. Gill, D.E. Notes de Cours: Mécanique des Roches. École Polytechnique de Montréal, unpublished.
18. Grimstad, E. & R. Bhasin 1996. Stress strength relationships and stability in hard rock. In Proc. Conf. Recent Advances in Tunnelling Technol., New Delhi, 1: 3-8.
19. Hatzor, Y.H. & V. Palchik 1997. The influence of grain size and porosity on crack initiation stress and critical flaw length in dolomites. Int. J. Rock Mech. Min. Sci. 34(5): 805-816.
20. Hoek, E. & E.T. Brown 1980. Underground Excavations in Rock. London: Institution of Min. & Mettall.
21. Hosinks, E.R. 1969. The failure of think-walled hollow cylinders of isotropic rock. Int. J. Rock Mech. Min. Sci. 6: 99-125.
22. Kemeny, J.M. 1991. A model for non-linear rock deformation under compression due to sub-critical crack growth. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 28(6): 459-467.
23. Krajcinovic, D. 1996. Damage Mechanics. North-Holland Series in Applied Mathematics and Mechanics, Elsevier.
24. Kranz, R.L. 1979. Crack growth and development during creep of Barre granite. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 16: 23-35.
25. Lajtai E.Z. & R.H. Schmidtke 1986. Delayed Failure in Rock Loaded in Uniaxial Compression. Rock Mech. & Rock Engng. 19:11-25.
26. Lau, J.S.O. & B. Gorski 1991. The Post-Failure Behaviour of the Lac du Bonnet Grey Granite. CANMET: Divisional Report MRL 91-079 (TR).
27. Lemaitre, J. 1992. A Course on Damage Mechanics. Spinger-Verlag.
28. Pratt, H.R., A.D. Black, W.S. Brown & W.F. Brace 1972. The effect of specimen size on the mechanical properties of unjointed diorite. Int. J. Rock Mech. Min. Sci. 9: 513-529.
29. Schmidtke, R.H. & E.Z. Lajtai 1985. The long term strength of Lac du Bonnet granite. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 22: 461-465.
30. Schwartz, A.E. 1964. Failure of rock in the triaxial test. In Proc. 6th USS ymp. Rock Mech.: 109-151.
31. Vernik, L., M. Bruno & C. Bovberg 1993. Empirical relations between compressive strength and porosity of siliciclastic rocks. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 30(7): 677-680.
32. Wong, R.H.C. & K.T. Chau 1998. Peak strength of replicated and real rocks containing cracks. Key Engineering Materials, 145-149: 953-958, Trans Tech Publications.
33. Wong, R.H.C., K.T. Chau & P. Wang 1996. Microcracking and grain size effect in Yuen Kong marbles. Int. J. Rock Mech. Min. Sci. & Geomech. Abstr. 33(5): 479-485.
34. Yoshida, H. & H. Horii 1992. A micromechanics-based model for creep behavior of rock. In Li. V.C. (Ed.), Micromechanical modelling of quasi-brittle materials behavior, Appl. Mech. Rev. 45(8): 294-303.