A quantitative comparison of six rock failure criteria

International Journal of Rock Mechanics and Mining Sciences

Volumn 45, Issue 7, 2008, Pages 1176-1186

  Benz, Thomas ^a   Schwab, Radu ^b  

^a UNIVERSITY OF STUTTGART   (Germany)

^b FEDERAL WATERWAYS ENGINEERING AND RESEARCH INSTITUTE   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

COMPRESSIVE STRENGTH; FAILURE (MECHANICAL); MATHEMATICAL MODELS; PROBABILITY; STRESSES;

ROCK FAILURE; ROCK MASSES; STANDARD DEVIATION; UNCONFINED COMPRESSIVE STRENGTH;

ROCK MECHANICS;

COMPRESSIVE STRENGTH; FAILURE MECHANISM; HOEK-BROWN CRITERION; ROCK MECHANICS; STRESS;

EID: 43449135591     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2008.01.007     Document Type: Article

References (21)

1. T. Benz R. Schwab R.A. Kauther P.A. Vermeer A Hoek–Brown criterion with intrinsic material strength factorization Int J Rock Mech Min Sci 45 2 2008 210 222
2. A.M. Al-Ajmi R.W. Zimmerman Relation between the Mogi and the Coulomb failure criteria Int J Rock Mech Min Sci 42 2005 431 439
3. Hoek E, Carranza-Torres C, Corkum B. Hoek–Brown failure criterion—2002 Edition. In: Proceedings of the 5th North American symposium of NARMS-TAC, Toronto; 2002.
4. L.B. Colmenares M.D. Zoback A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks Int J Rock Mech Min Sci 39 2002 695 729
5. O. Mohr Welche Umstände bedingen die Elastizitätsgrenze und den Bruch eines Materials? VDI-Zeitschrift 44 1900 1524
6. P. Lade J. Duncan Elasto-plastic stress–strain theory for cohesionless soil J Geotech Eng Div ASCE 101 1975 1037 1053
7. R. Ewy Wellbore-stability predictions by use of a modified Lade criterion SPE Drill Completion 14 2 1999 85 91
8. G.A. Wiebols N.G.W. Cook An energy criterion for the strength of rocks in polyaxial compression Int J Rock Mech 5 1968 529 549
9. S. Zhou A program to model the initial shape and extend of borehole breakout Comput Geosci 20 7–8 1994 1143 1160
10. E. Hoek Strength of rock and rock masses ISRM News J 2 2 1994 4 16
11. H. Matsuoka Stress–strain relationships of sands based on the mobilized plane Soils Found 14 2 1974 47 61
12. Matsuoka H, Nakai T. A new failure criterion for soils in three dimensional stresses. In: IUTAM conference on deformation and failure of granular materials, Delft; 1982. p. 253–63.
13. J.P. Bardet Lode dependences for isotropic pressure-sensitive elastoplastic materials Trans ASME 57 9 1990 498 506
14. D.C. Drucker On uniqueness in the theory of plasticity Quart Appl Math XIV 1956 35 42
15. K. Mogi Fracture and flow of rocks under high triaxial compression J Geophys Res 76 5 1971 1255 1269
16. Takahashi M, Koide H. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000 m. In: Maury V, Fourmaintraux D, editors. Rock at great depth, vol. 1. Rotterdam: Balkema; 1989. p. 19–26.
17. C. Chang B.C. Haimson True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite J Geophys Res 105 2000 18999 19013
18. P. Michelis Polyaxial yielding of granular rock J Eng Mech 111 8 1985 1049 1066
19. P. Michelis True triaxial cyclic behavior of concrete and rock in compression Int J Plast 3 2 1987 249 270
20. B.C. Haimson C. Chang A new true triaxial cell for testing mechanical properties of rocks, and its use to determine strength and deformability of Westerly granite Int J Rock Mech Min Sci 37 2000 285 297
21. K. Mogi Fracture and flow of rocks under high triaxial compression J Geophys Res 76 5 1971 1255 1269