-
2
-
-
0032120117
-
Failure design of jointed rock structure by means of a homogenization approach
-
Maghous S., Buhan P., and Bekaert A. Failure design of jointed rock structure by means of a homogenization approach. Mech. Cohesive-Frictional Mater. 3 (1998) 207-228
-
(1998)
Mech. Cohesive-Frictional Mater.
, vol.3
, pp. 207-228
-
-
Maghous, S.1
Buhan, P.2
Bekaert, A.3
-
3
-
-
0019260398
-
Empirical strength criterion for rock masses
-
Hoek E., and Brown E.T. Empirical strength criterion for rock masses. ASCE J. Geotech. Eng. 106 GT9 (1980) 1013-1036
-
(1980)
ASCE J. Geotech. Eng.
, vol.106
, Issue.GT9
, pp. 1013-1036
-
-
Hoek, E.1
Brown, E.T.2
-
5
-
-
0021054061
-
Strength of jointed rock masses
-
Hoek E. Strength of jointed rock masses. Geotechnique 33 (1983) 187-223
-
(1983)
Geotechnique
, vol.33
, pp. 187-223
-
-
Hoek, E.1
-
7
-
-
0031432421
-
Practical estimate the rock mass strength
-
Hoek E., and Brown E.T. Practical estimate the rock mass strength. Int. J. Rock Mech. Min. Sci. 34 (1997) 1165-1186
-
(1997)
Int. J. Rock Mech. Min. Sci.
, vol.34
, pp. 1165-1186
-
-
Hoek, E.1
Brown, E.T.2
-
8
-
-
33845901357
-
-
F. Santarelli, Theoretical and experimental investigation of the stability of the axisymmetric borehole, Ph.D. Thesis, University of London, London, 1987.
-
-
-
-
9
-
-
0028588267
-
A technique for defining non-linear shear strength envelopes and their incorporation in a slope stability method of analysis
-
Perry J. A technique for defining non-linear shear strength envelopes and their incorporation in a slope stability method of analysis. Q. J. Eng. Geol. 27 3 (1994) 231-241
-
(1994)
Q. J. Eng. Geol.
, vol.27
, Issue.3
, pp. 231-241
-
-
Perry, J.1
-
10
-
-
0025447850
-
Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion
-
Hoek E. Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Int. J. Rock Mech. Min. Sci. 27 (1990) 227-229
-
(1990)
Int. J. Rock Mech. Min. Sci.
, vol.27
, pp. 227-229
-
-
Hoek, E.1
-
13
-
-
0034739942
-
A numerical study of the bearing capacity factor N γ
-
Zhu D.Y., Lee C.F., and Jiang H.D. A numerical study of the bearing capacity factor N γ. Can. Geotech. J. 38 5 (2001) 1090-1096
-
(2001)
Can. Geotech. J.
, vol.38
, Issue.5
, pp. 1090-1096
-
-
Zhu, D.Y.1
Lee, C.F.2
Jiang, H.D.3
-
14
-
-
0038419524
-
Determination of bearing capacity of shallow foundations without using superposition approximation
-
Zhu D.Y., Lee C.F., and Law K.T. Determination of bearing capacity of shallow foundations without using superposition approximation. Can. Geotech. J. 40 2 (2003) 450-459
-
(2003)
Can. Geotech. J.
, vol.40
, Issue.2
, pp. 450-459
-
-
Zhu, D.Y.1
Lee, C.F.2
Law, K.T.3
-
15
-
-
33845883872
-
-
X.-L. Yang, Limit analysis method and its application to geotechnical engineering with linear and non-linear failure criteria, Ph.D. Thesis, Central South University, China 2002 (in Chinese).
-
-
-
-
16
-
-
0031139245
-
Finite element limit analysis of reinforced soils
-
Yu H.S., and Sloan S.W. Finite element limit analysis of reinforced soils. Comput. Struct. 63 (1997) 567-577
-
(1997)
Comput. Struct.
, vol.63
, pp. 567-577
-
-
Yu, H.S.1
Sloan, S.W.2
-
17
-
-
0031919621
-
Limit analysis versus limit equilibrium for slope stability
-
Yu H.S., Salgado R., and Sloan S.W. Limit analysis versus limit equilibrium for slope stability. J. Geotech. Geoenviron. Eng. ASCE 124 3 (1998) 265-276
-
(1998)
J. Geotech. Geoenviron. Eng. ASCE
, vol.124
, Issue.3
, pp. 265-276
-
-
Yu, H.S.1
Salgado, R.2
Sloan, S.W.3
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