1 |
Mogi, K., 1971, Fracture and flow of rocks under high triaxial compression. J. Geophys. Res., 76, 1255-1269.
DOI
|
2 |
Mogi, K., 2007, Experimental rock mechanics, Taylor & Francis.
|
3 |
Pietruszczak, S., 2010, Fundamentals of plasticity in geomechanics, CRC Press.
|
4 |
Takahashi, M. and Koide, H., 1989, Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m, Rock at great depth (V. Maury & D. Fourmaintraux Ed.), Vol 1, 19-26.
|
5 |
Zhou, S., 1994, A program to model the initial shape and extent of borehole breakout. Comput. Geosci., 20, 1143-1160.
DOI
ScienceOn
|
6 |
Hoek, E. and Brown, E.T., 1980, Underground excavation in rock, Institute of Mining and Metallurgy, London.
|
7 |
Drucker, D., 1959, A definition of stable inelastic material, J. Appl. Mech., 26, 101-106.
|
8 |
Jiang, J. and Pietruszczak, S., 1988, Convexity of yield loci for pressure sensitive materials, Comput. Geotech., 5, 51-63
DOI
ScienceOn
|
9 |
Mogi K., 1967, Effect of the intermediate principal stress on rock failure, J. Geophys. Res., 72, 5117-5131.
DOI
|
10 |
Colmenares, L.B. and Zoback, M.D., 2002, A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks, Int J. Rock Mech. Min. Sci., 39, 695-729.
DOI
ScienceOn
|
11 |
Ewy, R., 1999, Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill Completion, 14(2), 85-91.
DOI
|
12 |
Chang, C. and Haimson, B.C., 2000b, True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite, J. Geophys. Res., 105, 18999-19013.
DOI
|
13 |
Al-Ajmi, A.M and Zimmerman, R.W., 2005, Relation between the Mogi and the Coulomb failure criteria, Int J. Rock Mech. Min. Sci., 42, 431-439.
DOI
ScienceOn
|
14 |
Chang, C. and Haimson, B.C., 2000a, A new true triaxial cell for testing mechanical properties of rock and its use to determine rock strength and deformability of Westerly granite, Int J. Rock Mech. Min. Sci., 37, 285-296.
DOI
ScienceOn
|
15 |
Drucker, D. and Prager, W., 1952, Soil mechanics and plastic analysis or limit design. Q. Appl. Math., 10, 157-.65.
DOI
|