-
1
-
-
0023524326
-
Conditional simulations of fluid flow in three-dimensional networks of discrete fractures
-
Anderson, J. & Dverstorp, B. 1987. Conditional simulations of fluid flow in three-dimensional networks of discrete fractures. Water Resources Res. 23: 1876-86
-
(1987)
Water Resources Res.
, vol.23
, pp. 1876-1886
-
-
Anderson, J.1
Dverstorp, B.2
-
2
-
-
0019352640
-
Experimental studies of scale effects on the shear behaviour of rock joints
-
Bandis, S., Lumsden A.C. & Barton, N.R. 1981. Experimental studies of scale effects on the shear behaviour of rock joints. Int. J. Rock Mech. Min. Sci. 18(1): 1-12
-
(1981)
Int. J. Rock Mech. Min. Sci.
, vol.18
, Issue.1
, pp. 1-12
-
-
Bandis, S.1
Lumsden, A.C.2
Barton, N.R.3
-
3
-
-
0017582564
-
The shear strength of rock joints in theory and practice
-
Barton, N. & Choubey, V. 1977. The shear strength of rock joints in theory and practice. Rock Mech. 10: 1-54
-
(1977)
Rock Mech.
, vol.10
, pp. 1-54
-
-
Barton, N.1
Choubey, V.2
-
4
-
-
0023488636
-
Fluid flow through rock joints: The effect of surface roughness
-
Brown, S.R. 1987. Fluid flow through rock joints: The effect of surface roughness. J. Geophys. Res. 92(B2): 1337-1347
-
(1987)
J. Geophys. Res.
, vol.92
, Issue.B2
, pp. 1337-1347
-
-
Brown, S.R.1
-
5
-
-
0000060308
-
The closure of rock joints in contact
-
Brown, S.R. & Scholz, C.H. 1984. The closure of rock joints in contact. J. Geophys. Res. 91(B): 4939-4948
-
(1984)
J. Geophys. Res.
, vol.91
, Issue.B
, pp. 4939-4948
-
-
Brown, S.R.1
Scholz, C.H.2
-
6
-
-
0029413743
-
Applicability of the reynolds equation for modeling fluid flow between rough surfaces
-
Brown, S. et al. 1995. Applicability of the Reynolds equation for modeling fluid flow between rough surfaces. Geophysical Research Letter. 22(18): 2537-2540
-
(1995)
Geophysical Research Letter
, vol.22
, Issue.18
, pp. 2537-2540
-
-
Brown, S.1
-
7
-
-
0025591480
-
Modeling fracture flow with a stochastic discrete fracture network: Calibration and validation I. The flow model
-
Cacas, M.C. et al. 1990. Modeling fracture flow with a stochastic discrete fracture network: Calibration and Validation I. The flow model. Water Resources Res. 26(3): 479-489
-
(1990)
Water Resources Res.
, vol.26
, Issue.3
, pp. 479-489
-
-
Cacas, M.C.1
-
8
-
-
0026886533
-
A constitutive model of highly jointed rock masses
-
Cai, M. & Horii, H. 1992, A constitutive model of highly jointed rock masses, Mech. Mater. 13: 217-246
-
(1992)
Mech. Mater.
, vol.13
, pp. 217-246
-
-
Cai, M.1
Horii, H.2
-
9
-
-
0004040436
-
-
Ph. D Thesis. Massachutts Institute of Technology, Cambridge
-
Dershowitz, W.S. 1984. Rock joint systems, Ph. D Thesis. Massachutts Institute of Technology, Cambridge.
-
(1984)
Rock Joint Systems
-
-
Dershowitz, W.S.1
-
10
-
-
85005549592
-
Comparison of coupled fracture deformation and fluid flow models with direct measurements of fracture pore structure and stress-flow properties
-
Ariz
-
th U.S. Symp. Rock Mech. Tuscon, Ariz: 1213-1222.
-
(1987)
th U.S. Symp. Rock Mech. Tuscon
, pp. 1213-1222
-
-
Gale, J.E.1
-
12
-
-
0000440571
-
Aperture measurements and flow experiments using transparent replicas of rock joints
-
Loen, Norway
-
Hakami, E. & Barton, N. 1990. Aperture measurements and flow experiments using transparent replicas of rock joints, Proc. Int. Soc. Rock Mech. Conf. on rock joints, Loen, Norway
-
(1990)
Proc. Int. Soc. Rock Mech. Conf. on Rock Joints
-
-
Hakami, E.1
Barton, N.2
-
14
-
-
0347744414
-
Constitutive modeling of rock masses containing fracturing joints and analysis of large-scale excavations
-
Challenges from Industry
-
Horii, H. & Yoshida H. 1994. Constitutive modeling of rock masses containing fracturing joints and analysis of large-scale excavations, Rock Mechanics, Models and Measurements, Challenges from Industry: 681-688
-
(1994)
Rock Mechanics, Models and Measurements
, pp. 681-688
-
-
Horii, H.1
Yoshida, H.2
-
18
-
-
0021442488
-
Evaluation of excavation-induced changes in rock permeability
-
Kelsall, P.C., Case, J.B. & Chavannes, C.R. 1984. Evaluation of excavation-induced changes in rock permeability, Int. J. Rock Mech. Min. Sci. 21(3): 123-135
-
(1984)
Int. J. Rock Mech. Min. Sci.
, vol.21
, Issue.3
, pp. 123-135
-
-
Kelsall, P.C.1
Case, J.B.2
Chavannes, C.R.3
-
19
-
-
0020332119
-
Porous media equivalents for networks of discontinuous fractures
-
Long, J.C.S et al. 1982. Porous media equivalents for networks of discontinuous fractures. Water Resources Res. 18: 645-58
-
(1982)
Water Resources Res.
, vol.18
, pp. 645-658
-
-
Long, J.C.S.1
-
20
-
-
0001191369
-
The relationship of the degree of interconnectivity to permeability in fracture networks
-
Long, J.C.S. & Witherspoon, P.A. 1985. The relationship of the degree of interconnectivity to permeability in fracture networks. J. Geophys. Res. 94(B4): 3087-3097
-
(1985)
J. Geophys. Res.
, vol.94
, Issue.B4
, pp. 3087-3097
-
-
Long, J.C.S.1
Witherspoon, P.A.2
-
24
-
-
0022909318
-
An equivalent continuum model for coupled stress and fluid flow analysis in jointed rock mass
-
Oda, M. 1986. An equivalent continuum model for coupled stress and fluid flow analysis in jointed rock mass. Water Resources Res. 22: 1845-56
-
(1986)
Water Resources Res.
, vol.22
, pp. 1845-1856
-
-
Oda, M.1
-
25
-
-
0027607644
-
An investigation of the mechanics of rock joints-Part II. Analytical investigation
-
Qiu, X., Plesha, M.E., Huang, X., & Haimon, B.C. 1993. An investigation of the mechanics of rock joints-Part II. Analytical investigation, Int. J. Rock Mech. Min. Sci. 30(): 271-287
-
(1993)
Int. J. Rock Mech. Min. Sci.
, vol.30
, pp. 271-287
-
-
Qiu, X.1
Plesha, M.E.2
Huang, X.3
Haimon, B.C.4
-
27
-
-
85057528899
-
Multiple modes of shear failure in rock
-
Lisbon
-
st Cong. ISRM, Lisbon, 1: 509-513
-
(1966)
st Cong. ISRM
, vol.1
, pp. 509-513
-
-
Patton, F.D.1
-
28
-
-
0023523698
-
Constitutive models for rock discontinuities with dilatancy and surface degradation
-
Plesha, M.E. 1987. Constitutive models for rock discontinuities with dilatancy and surface degradation, Int. J. for Num. and Anal. Meth. In Geomech. 11: 345-362
-
(1987)
Int. J. for Num. and Anal. Meth. in Geomech.
, vol.11
, pp. 345-362
-
-
Plesha, M.E.1
-
30
-
-
0019677557
-
Hydromechanical behavior of a deformable rock fracture subject to normal stress
-
Tsang, C.F & Witherspoon, P.A. 1981. Hydromechanical behavior of a deformable rock fracture subject to normal stress, J. Geophys. Res. 86(B10): 9287-9298
-
(1981)
J. Geophys. Res.
, vol.86
, Issue.B10
, pp. 9287-9298
-
-
Tsang, C.F.1
Witherspoon, P.A.2
-
31
-
-
0021639959
-
The effect of tortuosity on fluid flow through a single fracture
-
Tsang, CF. 1984. The effect of tortuosity on fluid flow through a single fracture, Water Resources Res. 20(9): 1209-1215
-
(1984)
Water Resources Res.
, vol.20
, Issue.9
, pp. 1209-1215
-
-
Tsang, C.F.1
-
32
-
-
0010993551
-
Coupled behavior of rock joints
-
Loen, Norway
-
Tsang, CF. 1990. Coupled behavior of rock joints, Proc. Int. Symp. on Rock Joints: 505-518, Loen, Norway
-
(1990)
Proc. Int. Symp. on Rock Joints
, pp. 505-518
-
-
Tsang, C.F.1
-
34
-
-
0018955124
-
Validity of cubic law for fluid flow in a deformable rock fracture
-
Witherspoon, P.A et al. 1980. Validity of cubic law for fluid flow in a deformable rock fracture, Water Resources Res. 16(6): 1016-1024
-
(1980)
Water Resources Res.
, vol.16
, Issue.6
, pp. 1016-1024
-
-
Witherspoon, P.A.1
-
35
-
-
0032436945
-
Effect of shear displacement on the aperture and permeability of a rock fracture
-
Yeo, I.W., De Freitas, M.H. & Zimmerman, R.W. 1998. Effect of shear displacement on the aperture and permeability of a rock fracture, Int. J. Rock Mech. Min. Sci. 35(8): 1051-1070
-
(1998)
Int. J. Rock Mech. Min. Sci.
, vol.35
, Issue.8
, pp. 1051-1070
-
-
Yeo, I.W.1
De Freitas, M.H.2
Zimmerman, R.W.3
-
36
-
-
0026186858
-
Lubrication theory analysis of the permeability of rough-walled fractures
-
Zimmerman, R.W., Kumar, S. & Bodvarsson, G. S. 1991. Lubrication theory analysis of the permeability of rough-walled fractures, Int. J. Rock Mech. Min. Sci. 28(4): 325-331
-
(1991)
Int. J. Rock Mech. Min. Sci.
, vol.28
, Issue.4
, pp. 325-331
-
-
Zimmerman, R.W.1
Kumar, S.2
Bodvarsson, G.S.3
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