-
1
-
-
0019260398
-
Empirical strength criterion for rock masses
-
Hoek E., and Brown E.T. Empirical strength criterion for rock masses. J Geotech Eng Div, ASCE 106 GT9 (1980) 1013-1035
-
(1980)
J Geotech Eng Div, ASCE
, vol.106
, Issue.GT9
, pp. 1013-1035
-
-
Hoek, E.1
Brown, E.T.2
-
2
-
-
85154615602
-
-
Hoek E, Carranza-Torres C, Corkum B. Hoek-Brown failure criterion-2002 edition. In: Proceedings of the 5th North American symposium-NARMS-TAC, Toronto, 2002.
-
-
-
-
3
-
-
33744534460
-
Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown yield criterion
-
Merifield R.S., Lyamin A.V., and Sloan S.W. Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek-Brown yield criterion. Int J Rock Mech Min Sci 43 (2006) 920-937
-
(2006)
Int J Rock Mech Min Sci
, vol.43
, pp. 920-937
-
-
Merifield, R.S.1
Lyamin, A.V.2
Sloan, S.W.3
-
4
-
-
0002387228
-
Stress-strain relationships of sands based on the mobilized plane
-
Matsuoka H. Stress-strain relationships of sands based on the mobilized plane. Soils and Foundations 14 2 (1974) 47-61
-
(1974)
Soils and Foundations
, vol.14
, Issue.2
, pp. 47-61
-
-
Matsuoka, H.1
-
5
-
-
85154609676
-
-
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. 253-263.
-
-
-
-
6
-
-
0002827010
-
Strength of rock and rock masses
-
Hoek E. Strength of rock and rock masses. ISRM News 2 2 (1994) 4-16
-
(1994)
ISRM News
, vol.2
, Issue.2
, pp. 4-16
-
-
Hoek, E.1
-
7
-
-
85154537548
-
-
Hoek E. Practical rock engineering-an ongoing set of notes. Available on the Rocscience website; 〈http://www.rocscience.com〉; 2004.
-
-
-
-
8
-
-
0033197677
-
The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion
-
Carranza-Torres C., and Fairhurst C. The elasto-plastic response of underground excavations in rock masses that satisfy the Hoek-Brown failure criterion. Int J Rock Mech Min Sci 36 (1999) 777-809
-
(1999)
Int J Rock Mech Min Sci
, vol.36
, pp. 777-809
-
-
Carranza-Torres, C.1
Fairhurst, C.2
-
9
-
-
0034632568
-
True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite
-
Chang C., and Haimson B.C. True triaxial strength and deformability of the German Continental deep drilling program (KTB) deep hole amphibolite. J Geophys Res 105 (2000) 18999-19013
-
(2000)
J Geophys Res
, vol.105
, pp. 18999-19013
-
-
Chang, C.1
Haimson, B.C.2
-
10
-
-
33845635245
-
Stress path testing of an anisotropic sandstone
-
Dehler W., and Labuz J.F. Stress path testing of an anisotropic sandstone. J Geotech Geoenviron Eng 133 1 (2007) 116-119
-
(2007)
J Geotech Geoenviron Eng
, vol.133
, Issue.1
, pp. 116-119
-
-
Dehler, W.1
Labuz, J.F.2
-
11
-
-
0033902257
-
A new true triaxial cell for testing mechanical properties of rocks, and its use to determine strength and deformability of Westerly granite
-
Haimson B.C., and Chang C. 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
-
(2000)
Int J Rock Mech Min Sci
, vol.37
, pp. 285-297
-
-
Haimson, B.C.1
Chang, C.2
-
12
-
-
0000911273
-
Effect of the intermediate principal stress on rock failure
-
Mogi K. Effect of the intermediate principal stress on rock failure. J Geophys Res 72 20 (1967) 5117-5131
-
(1967)
J Geophys Res
, vol.72
, Issue.20
, pp. 5117-5131
-
-
Mogi, K.1
-
13
-
-
0001123462
-
Fracture and flow of rocks under high triaxial compression
-
Mogi K. Fracture and flow of rocks under high triaxial compression. J Geophys Res 76 5 (1971) 1255-1269
-
(1971)
J Geophys Res
, vol.76
, Issue.5
, pp. 1255-1269
-
-
Mogi, K.1
-
15
-
-
0032861543
-
Wellbore-stability predictions by use of a modified Lade criterion
-
Ewy R. Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill Completion 14 2 (1999) 85-91
-
(1999)
SPE Drill Completion
, vol.14
, Issue.2
, pp. 85-91
-
-
Ewy, R.1
-
16
-
-
0001457350
-
An energy criterion for the strength of rock in polyaxial compression
-
Wiebols G.A., and Cook N.G.W. An energy criterion for the strength of rock in polyaxial compression. Int J Rock Mech Min Sci 5 (1968) 529-549
-
(1968)
Int J Rock Mech Min Sci
, vol.5
, pp. 529-549
-
-
Wiebols, G.A.1
Cook, N.G.W.2
-
17
-
-
15544382269
-
Relation between the Mogi and the Coulomb failure criteria
-
Al-Ajmi A.M., and Zimmerman R.W. Relation between the Mogi and the Coulomb failure criteria. Int J Rock Mech Min Sci 42 (2005) 431-439
-
(2005)
Int J Rock Mech Min Sci
, vol.42
, pp. 431-439
-
-
Al-Ajmi, A.M.1
Zimmerman, R.W.2
-
18
-
-
33748523012
-
Stability analysis of vertical boreholes using the Mogi-Coulomb failure criterion
-
Al-Ajmi A.M., and Zimmerman R.W. Stability analysis of vertical boreholes using the Mogi-Coulomb failure criterion. Int J Rock Mech Min Sci 43 (2006) 1200-1211
-
(2006)
Int J Rock Mech Min Sci
, vol.43
, pp. 1200-1211
-
-
Al-Ajmi, A.M.1
Zimmerman, R.W.2
-
19
-
-
0005902542
-
On uniqueness in the theory of plasticity
-
Drucker D.C. On uniqueness in the theory of plasticity. Q Appl Math 14 (1956) 35-42
-
(1956)
Q Appl Math
, vol.14
, pp. 35-42
-
-
Drucker, D.C.1
-
20
-
-
0025491626
-
Lode dependences for isotropic pressure-sensitive elastoplastic materials
-
Bardet J.P. Lode dependences for isotropic pressure-sensitive elastoplastic materials. Trans ASME 57 9 (1990) 498-506
-
(1990)
Trans ASME
, vol.57
, Issue.9
, pp. 498-506
-
-
Bardet, J.P.1
-
21
-
-
0036745360
-
A statistical evaluation of intact rock failure criteria constrained by polyaxial test data for five different rocks
-
Colmenares L.B., and Zoback M.D. 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
-
(2002)
Int J Rock Mech Min Sci
, vol.39
, pp. 695-729
-
-
Colmenares, L.B.1
Zoback, M.D.2
-
22
-
-
84993995958
-
The use of the slip circle in the stability analysis of slopes
-
Bishop A.W. The use of the slip circle in the stability analysis of slopes. Géotechnique 5 1 (1955) 7-17
-
(1955)
Géotechnique
, vol.5
, Issue.1
, pp. 7-17
-
-
Bishop, A.W.1
-
23
-
-
85154547170
-
-
Dawson E, You K, Park Y. Strength-reduction stability analysis of rock slopes using the Hoek-Brown failure criterion. In: Labuz JF, Glaser SD, Dawson E. editors, Trends in rock mechanics. New York; ASCE; 2000. p. 695-729.
-
-
-
-
24
-
-
85154596880
-
-
Hammah RE, Yacoub TE, Corkum B. The shear strength reduction method for the generalized Hoek-Brown criterion. In: Alaska rocks 2005, Anchorage; 2005.
-
-
-
-
25
-
-
85154607534
-
-
Hammah RE, Curran JH, Yacoub TE, Corkum B. Stability analysis of rock slopes using the finite element method. In: Schubert, editors. Eurock 2004 and Geomechanics Colloquium, Salzburg; 2004.
-
-
-
-
27
-
-
0032056193
-
Identifying crack initiation and propagation thresholds in brittle rock
-
Eberhardt E., Stead D., Stimpson B., and Read R.S. Identifying crack initiation and propagation thresholds in brittle rock. Can Geotech J 35 (1998) 222-233
-
(1998)
Can Geotech J
, vol.35
, pp. 222-233
-
-
Eberhardt, E.1
Stead, D.2
Stimpson, B.3
Read, R.S.4
-
28
-
-
0000457695
-
Mechanics of brittle rock fracture
-
Bienawski Z.T. Mechanics of brittle rock fracture. Int J Rock Mech Min Sci 4 (1967) 395-423
-
(1967)
Int J Rock Mech Min Sci
, vol.4
, pp. 395-423
-
-
Bienawski, Z.T.1
-
29
-
-
0025625523
-
Permeability estimation from velocity anisotropy in fractured rocks
-
Gibson R.L., and Toksoz M.N. Permeability estimation from velocity anisotropy in fractured rocks. J Geophys Res 95 (1990) 15643-15665
-
(1990)
J Geophys Res
, vol.95
, pp. 15643-15665
-
-
Gibson, R.L.1
Toksoz, M.N.2
-
30
-
-
85154607873
-
-
Schwartz LM, Murphy III WF, Berryman JG. Stress-induced transverse isotropy in rocks. In: Stanford exploration project, SEP80, 1994.
-
-
-
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