-
1
-
-
0023487602
-
Shear strength and stress-strain behaviour of athabasca oil sand at elevated temperatures and pressure
-
Agar JG, Morgenstern NR, Scott J. (1985) Shear strength and stress-strain behaviour of Athabasca oil sand at elevated temperatures and pressure. Can Geotech J 24(1):1-10
-
(1985)
Can Geotech J
, vol.24
, Issue.1
, pp. 1-10
-
-
Agar, J.G.1
Morgenstern, N.R.2
Scott, J.3
-
2
-
-
33847278958
-
Back-analysis of rock mass strength parameters using AE monitoring data
-
Cai M (2007) Back-analysis of rock mass strength parameters using AE monitoring data. Int J Rock Mech Mining Sci 44(4):538-549
-
(2007)
Int J Rock Mech Mining Sci
, vol.44
, Issue.4
, pp. 538-549
-
-
Cai, M.1
-
3
-
-
33751178615
-
Determination of residual strength of jointed rock masses using the GSI system
-
Cai M, Kaiser PK, Tasaka Y, Minami M. (2007) Determination of residual strength of jointed rock masses using the GSI system. Int J Rock Mech Mining Sci 44(2):247-265
-
(2007)
Int J Rock Mech Mining Sci
, vol.44
, Issue.2
, pp. 247-265
-
-
Cai, M.1
Kaiser, P.K.2
Tasaka, Y.3
Minami, M.4
-
4
-
-
0003812783
-
Limit analysis and soil plasticity
-
Amsterdam
-
Chen WF (1975) Limit analysis and soil plasticity. Elsevier Science, Amsterdam
-
(1975)
Elsevier Science
-
-
Chen, W.F.1
-
5
-
-
0024163766
-
Slope stability analyses for materials with nonlinear failure envelope
-
Collins IF, Gunn CI, Pender M.J., Yan W. (1988) Slope stability analyses for materials with nonlinear failure envelope. Int J Numer Anal Methods Geomech 12(6):533-550
-
(1988)
Int J Numer Anal Methods Geomech
, vol.12
, Issue.6
, pp. 533-550
-
-
Collins, I.F.1
Gunn, C.I.2
Pender, M.J.3
Yan, W.4
-
6
-
-
0031393156
-
Slope stability analysis by the upper bound approach: Fundamental and method
-
Donald IB, Chen Z.Y. (1997) Slope stability analysis by the upper bound approach: fundamental and method. Can Geotech J 34(6):853-862
-
(1997)
Can Geotech J
, vol.34
, Issue.6
, pp. 853-862
-
-
Donald, I.B.1
Chen, Z.Y.2
-
8
-
-
0011241922
-
A study of the behaviour of broken rock under triaxial compression and its application to mine roadways
-
Hobbs D (1966) A study of the behaviour of broken rock under triaxial compression and its application to mine roadways. Int J Rock Mech Mining Sci 3:11-43
-
(1966)
Int J Rock Mech Mining Sci
, vol.3
, pp. 11-43
-
-
Hobbs, D.1
-
9
-
-
0025447850
-
Estimating mohr-coulomb friction and cohesion values from the hoek-brown failure criterion
-
Hoek E (1990) Estimating Mohr-Coulomb friction and cohesion values from the Hoek-Brown failure criterion. Int J Rock Mech Mining Sci 27(3):227-229
-
(1990)
Int J Rock Mech Mining Sci
, vol.27
, Issue.3
, pp. 227-229
-
-
Hoek, E.1
-
11
-
-
0018105632
-
Tunnel closure for nonlinear mohr coulomb functions
-
Kennedy TC, Lindberg H.E. (1978) Tunnel closure for nonlinear Mohr Coulomb functions. J Eng Mech Div 104(EM6):1313-1326
-
(1978)
J Eng Mech Div
, vol.104
, Issue.EM6
, pp. 1313-1326
-
-
Kennedy, T.C.1
Lindberg, H.E.2
-
12
-
-
0000020595
-
Limit analysis of plane problems in soil mechanics
-
Lysmer J (1970) Limit analysis of plane problems in soil mechanics. ASCE J Soil Mech Found Div 96:1311-1334
-
(1970)
ASCE J Soil Mech Found Div
, vol.96
, pp. 1311-1334
-
-
Lysmer, J.1
-
13
-
-
0038218564
-
Tunnelling mohr-coulomb strength parameters for rock masses satisfying the generalized hoek-brown criterion
-
Sofianos AI (2003) Tunnelling Mohr-Coulomb strength parameters for rock masses satisfying the generalized Hoek-Brown criterion. Int J Rock Mech Mining Sci 40(5):435-440
-
(2003)
Int J Rock Mech Mining Sci
, vol.40
, Issue.5
, pp. 435-440
-
-
Sofianos, A.I.1
-
14
-
-
0036284909
-
Equivalent tunnelling mohr-coulomb strength parameters from given hoek-brown ones
-
Sofianos AI, Halakatevakis N. (2002) Equivalent tunnelling Mohr-Coulomb strength parameters from given Hoek-Brown ones. Int J Rock Mech Mining Sci 39(1):131-137
-
(2002)
Int J Rock Mech Mining Sci
, vol.39
, Issue.1
, pp. 131-137
-
-
Sofianos, A.I.1
Halakatevakis, N.2
-
15
-
-
33645969529
-
Equivalent mohr-coulomb and generalized hoek-brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock
-
Sofianos AI, Nomikos P.P. (2006) Equivalent Mohr-Coulomb and generalized Hoek-Brown strength parameters for supported axisymmetric tunnels in plastic or brittle rock. Int J Rock Mech Mining Sci 43(5):683-704
-
(2006)
Int J Rock Mech Mining Sci
, vol.43
, Issue.5
, pp. 683-704
-
-
Sofianos, A.I.1
Nomikos, P.P.2
-
16
-
-
0036565824
-
Wedge stability analysis considering dilatancy of discontinuities
-
Wang YJ, Yin J.H. (2002) Wedge stability analysis considering dilatancy of discontinuities. Rock Mech Rock Eng 25(2):127-137
-
(2002)
Rock Mech Rock Eng
, vol.25
, Issue.2
, pp. 127-137
-
-
Wang, Y.J.1
Yin, J.H.2
-
17
-
-
33845879885
-
Linear mohr-coulomb strength parameters from the nonlinear hoek-brown rock masses
-
Yang XL, Yin J.H. (2006) Linear Mohr-Coulomb strength parameters from the nonlinear Hoek-Brown rock masses. Int J Non-Linear Mech 41(8):1000-1005
-
(2006)
Int J Non-Linear Mech
, vol.41
, Issue.8
, pp. 1000-1005
-
-
Yang, X.L.1
Yin, J.H.2
-
18
-
-
7744234637
-
Seismic and static stability analysis for rock slopes by a kinematical approach
-
Yang XL, Li L, Yin J.H. (2004) Seismic and static stability analysis for rock slopes by a kinematical approach. Geotechnique 54(8):543-549
-
(2004)
Geotechnique
, vol.54
, Issue.8
, pp. 543-549
-
-
Yang, X.L.1
Li, L.2
Yin, J.H.3
-
19
-
-
0031139245
-
Finite element limit analysis of reinforced soils
-
Yu HS, Sloan S.W. (1997) Finite element limit analysis of reinforced soils. Comput Struct 63:567-577
-
(1997)
Comput Struct
, vol.63
, pp. 567-577
-
-
Yu, H.S.1
Sloan, S.W.2
-
20
-
-
0031919621
-
Limit analysis versus limit equilibrium for slope stability
-
Yu HS, Salgado R, Sloan S.W. (1998) Limit analysis versus limit equilibrium for slope stability. ASCE J Geotech Geoenviron Eng 124(3):265-276 Dissertation
-
(1998)
ASCE J Geotech Geoenviron Eng
, vol.124
, Issue.3
, pp. 265-276
-
-
Yu, H.S.1
Salgado, R.2
Sloan, S.W.3
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