-
1
-
-
0000428440
-
Soil mechanics and plastic analysis or limit design
-
Drucker, D. & Prager, W. 1952. Soil mechanics and plastic analysis or limit design. Q. Appl. Math. 10: 157-165.
-
(1952)
Q. Appl. Math.
, vol.10
, pp. 157-165
-
-
Drucker, D.1
Prager, W.2
-
2
-
-
0032861543
-
Wellbore-stability predictions by use of a modified lade criterion
-
Ewy, R. 1999. Wellbore-stability predictions by use of a modified Lade criterion. SPE Drill. & Completion 14(2):85-91.
-
(1999)
SPE Drill. & Completion
, vol.14
, Issue.2
, pp. 85-91
-
-
Ewy, R.1
-
4
-
-
0031432421
-
Practical estimates of rock mass strength
-
Hoek, E. & Brown, E. 1997. Practical estimates of rock mass strength. Int J. Rock Mech. Min. Sci. 34 (8): 1165-1186.
-
(1997)
Int J. Rock Mech. Min. Sci.
, vol.34
, Issue.8
, pp. 1165-1186
-
-
Hoek, E.1
Brown, E.2
-
5
-
-
0017722509
-
Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces
-
Lade, P. 1977. Elasto-plastic stress-strain theory for cohesionless soil with curved yield surfaces. International Journal of Solids and Structures 13: 1019-1035.
-
(1977)
International Journal of Solids and Structures
, vol.13
, pp. 1019-1035
-
-
Lade, P.1
-
6
-
-
0016568353
-
Elasto-plastic stress-strain theory for cohesionless soil
-
Lade, P. & Duncan, J. 1975. Elasto-plastic stress-strain theory for cohesionless soil. J. Geotechnical Eng. Div. ASCE 101: 1037-1053.
-
(1975)
J. Geotechnical Eng. Div. ASCE
, vol.101
, pp. 1037-1053
-
-
Lade, P.1
Duncan, J.2
-
7
-
-
0001123462
-
Fracture and flow of rocks under high triaxial compression
-
Mogi, K. 1971. Fracture and flow of rocks under high triaxial compression. J. Geophys. Res. 76: 1255-1269.
-
(1971)
J. Geophys. Res.
, vol.76
, pp. 1255-1269
-
-
Mogi, K.1
-
8
-
-
85047574508
-
Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m
-
V. Maury & D. Fourmaintraux (eds) Rotterdam: Balkema
-
Takahashi, M. & Koide, H. 1989. Effect of the intermediate principal stress on strength and deformation behavior of sedimentary rocks at the depth shallower than 2000m. In V. Maury & D. Fourmaintraux (eds), Rock at Great Depth: 19-26. Rotterdam: Balkema.
-
(1989)
Rock at Great Depth
, pp. 19-26
-
-
Takahashi, M.1
Koide, H.2
-
9
-
-
84925952087
-
Use of plasticity models for predicting borehole stability
-
V. Maury & D. Fourmaintraux (eds) Rotterdam: Balkema
-
Veeken, C., Walters, J., Kenter, C. & Davies, D. 1989. Use of plasticity models for predicting borehole stability. In V. Maury & D. Fourmaintraux (eds), Rock at Great Depth: 835-844. Rotterdam: Balkema.
-
(1989)
Rock at Great Depth
, pp. 835-844
-
-
Veeken, C.1
Walters, J.2
Kenter, C.3
Davies, D.4
-
10
-
-
0001457350
-
An energy criterion for the strength of rock in polyaxial compression
-
Wiebols, G. & Cook, N. 1968. An energy criterion for the strength of rock in polyaxial compression. Int. J. Rock Mech. Min. Sci 5: 529-549.
-
(1968)
Int. J. Rock Mech. Min. Sci
, vol.5
, pp. 529-549
-
-
Wiebols, G.1
Cook, N.2
-
11
-
-
0028668298
-
A program to model the initial shape and extent of borehole breakout
-
Zhou, S. 1994. A program to model the initial shape and extent of borehole breakout. Computers & Geosciences 20 (7/8): 1143-1160.
-
(1994)
Computers & Geosciences
, vol.20
, Issue.7-8
, pp. 1143-1160
-
-
Zhou, S.1
|