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Volumn 44, Issue 7, 2007, Pages 981-996

Formulation of strain-dependent hydraulic conductivity for a fractured rock mass

Author keywords

Fractured rocks; Hydraulic conductivity; Shear dilatancy; Strains

Indexed keywords

ANISOTROPY; COMPRESSIVE STRESS; COMPUTER SIMULATION; DEFORMATION; FRACTURE; HYDRAULIC CONDUCTIVITY; SHEAR FLOW; SHEAR STRAIN;

EID: 34447545747     PISSN: 13651609     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijrmms.2006.12.004     Document Type: Article
Times cited : (86)

References (34)
  • 1
    • 0038702533 scopus 로고    scopus 로고
    • A review of techniques, advances and outstanding issues in numerical modeling for rock mechanics and rock engineering
    • Jing L. A review of techniques, advances and outstanding issues in numerical modeling for rock mechanics and rock engineering. Int J Rock Mech Min Sci 40 (2003) 283-353
    • (2003) Int J Rock Mech Min Sci , vol.40 , pp. 283-353
    • Jing, L.1
  • 2
    • 0022264617 scopus 로고
    • Field determination of the three-dimensional hydraulic conductivity tensor of anisotropic media
    • Hsieh P.A., and Neuman S.P. Field determination of the three-dimensional hydraulic conductivity tensor of anisotropic media. Water Resour Res 21 11 (1985) 1655-1665
    • (1985) Water Resour Res , vol.21 , Issue.11 , pp. 1655-1665
    • Hsieh, P.A.1    Neuman, S.P.2
  • 3
    • 84882797857 scopus 로고
    • Anisotropic permeability of fractured media
    • Snow D.T. Anisotropic permeability of fractured media. Water Resour Res 5 6 (1969) 1273-1289
    • (1969) Water Resour Res , vol.5 , Issue.6 , pp. 1273-1289
    • Snow, D.T.1
  • 4
    • 0020332119 scopus 로고
    • Porous media equivalents for networks of discontinuous fractures
    • Long J.C.S., Remer J.S., Wilson C.R., and Witherspoon P.A. Porous media equivalents for networks of discontinuous fractures. Water Resour Res 18 3 (1982) 645-658
    • (1982) Water Resour Res , vol.18 , Issue.3 , pp. 645-658
    • Long, J.C.S.1    Remer, J.S.2    Wilson, C.R.3    Witherspoon, P.A.4
  • 5
    • 0022245812 scopus 로고
    • Permeability tensor for discontinuous rock masses
    • Oda M. Permeability tensor for discontinuous rock masses. Geotechnique 35 4 (1985) 483-495
    • (1985) Geotechnique , vol.35 , Issue.4 , pp. 483-495
    • Oda, M.1
  • 6
    • 0022909318 scopus 로고
    • An equivalent continuum model for coupled stress and fluid flow analysis in jointed rock masses
    • Oda M. An equivalent continuum model for coupled stress and fluid flow analysis in jointed rock masses. Water Resour Res 22 13 (1986) 1845-1856
    • (1986) Water Resour Res , vol.22 , Issue.13 , pp. 1845-1856
    • Oda, M.1
  • 7
    • 0032848925 scopus 로고    scopus 로고
    • Linking stress-dependent effective porosity and hydraulic conductivity fields to RMR
    • Liu J., Elsworth D., and Brady B.H. Linking stress-dependent effective porosity and hydraulic conductivity fields to RMR. Int J Rock Mech Min Sci 36 (1999) 581-596
    • (1999) Int J Rock Mech Min Sci , vol.36 , pp. 581-596
    • Liu, J.1    Elsworth, D.2    Brady, B.H.3
  • 8
    • 85154559934 scopus 로고    scopus 로고
    • Zhou CB, Sharma RS, Chen YF. Flow-stress coupled permeability tensor for fractured rock masses. Int J Numer Anal Meth Geomech, accepted for publication.
  • 9
    • 4344673745 scopus 로고    scopus 로고
    • Stress-dependent permeability of fractured rock masses: a numerical study
    • Min K.B., Rutqvist J., Tsang C.F., and Jing L. Stress-dependent permeability of fractured rock masses: a numerical study. Int J Rock Mech Min Sci 41 7 (2004) 1191-1210
    • (2004) Int J Rock Mech Min Sci , vol.41 , Issue.7 , pp. 1191-1210
    • Min, K.B.1    Rutqvist, J.2    Tsang, C.F.3    Jing, L.4
  • 10
    • 0036802734 scopus 로고    scopus 로고
    • Estimation of REV size and three dimensional hydraulic conductivity tensor for a fractured rock mass through a single well packer test and discrete fracture fluid flow modeling
    • Wang M., and Kulatilake P.H.S.W. Estimation of REV size and three dimensional hydraulic conductivity tensor for a fractured rock mass through a single well packer test and discrete fracture fluid flow modeling. Int J Rock Mech Min Sci 39 (2002) 887-904
    • (2002) Int J Rock Mech Min Sci , vol.39 , pp. 887-904
    • Wang, M.1    Kulatilake, P.H.S.W.2
  • 11
    • 0032847917 scopus 로고    scopus 로고
    • Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint
    • Esaki T., Du S., Mitani Y., Ikusada K., and Jing L. Development of a shear-flow test apparatus and determination of coupled properties for a single rock joint. Int J Rock Mech Min Sci 36 (1999) 641-650
    • (1999) Int J Rock Mech Min Sci , vol.36 , pp. 641-650
    • Esaki, T.1    Du, S.2    Mitani, Y.3    Ikusada, K.4    Jing, L.5
  • 12
    • 0024480622 scopus 로고
    • Alteration of the hydraulic conductivity of rock by tunnel excavation
    • Pusch R. Alteration of the hydraulic conductivity of rock by tunnel excavation. Int J Rock Mech Min Sci & Geomech Abstr 26 1 (1989) 79-83
    • (1989) Int J Rock Mech Min Sci & Geomech Abstr , vol.26 , Issue.1 , pp. 79-83
    • Pusch, R.1
  • 14
    • 0020224402 scopus 로고
    • An improved multilaminate model of jointed rock masses
    • Dungar R., Pande G.N., and Studer J.A. (Eds), Bulkema, Rotterdam
    • Pande G.N., and Xiong W. An improved multilaminate model of jointed rock masses. In: Dungar R., Pande G.N., and Studer J.A. (Eds). Numerical models in geomechanics (1982), Bulkema, Rotterdam 218-226
    • (1982) Numerical models in geomechanics , pp. 218-226
    • Pande, G.N.1    Xiong, W.2
  • 15
    • 0032928588 scopus 로고    scopus 로고
    • Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its application
    • Chen S.H., and Egger P. Three dimensional elasto-viscoplastic finite element analysis of reinforced rock masses and its application. Int J Numer Anal Meth Geomech 23 1 (1999) 61-78
    • (1999) Int J Numer Anal Meth Geomech , vol.23 , Issue.1 , pp. 61-78
    • Chen, S.H.1    Egger, P.2
  • 16
    • 0037207579 scopus 로고    scopus 로고
    • Modeling of elastoplastic damage behavior of a claystone
    • Chiarelli A.S., Shao J.F., and Hoteit N. Modeling of elastoplastic damage behavior of a claystone. Int J Plasticity 19 (2003) 23-45
    • (2003) Int J Plasticity , vol.19 , pp. 23-45
    • Chiarelli, A.S.1    Shao, J.F.2    Hoteit, N.3
  • 17
    • 0000334334 scopus 로고
    • A modified Hoek-Brown criterion for jointed rock masses
    • Hudson J.A. (Ed), British Geotechnical Society, London
    • Hoek E., Wood D., and Shah S. A modified Hoek-Brown criterion for jointed rock masses. In: Hudson J.A. (Ed). Proceedings of the rock characterization symposium ISRM: Eurock 92 (1992), British Geotechnical Society, London 209-214
    • (1992) Proceedings of the rock characterization symposium ISRM: Eurock 92 , pp. 209-214
    • Hoek, E.1    Wood, D.2    Shah, S.3
  • 18
    • 1842635234 scopus 로고    scopus 로고
    • An empirical dilatancy index for the dilatant deformation of rock
    • Yuan S.C., and Harrison J.P. An empirical dilatancy index for the dilatant deformation of rock. Int J Rock Mech Min Sci 41 (2004) 679-686
    • (2004) Int J Rock Mech Min Sci , vol.41 , pp. 679-686
    • Yuan, S.C.1    Harrison, J.P.2
  • 19
    • 18644380534 scopus 로고    scopus 로고
    • Consideration of the dilatancy angle in rocks and rock masses
    • Alejano L.R., and Alonso E. Consideration of the dilatancy angle in rocks and rock masses. Int J Rock Mech Min Sci 42 4 (2005) 481-507
    • (2005) Int J Rock Mech Min Sci , vol.42 , Issue.4 , pp. 481-507
    • Alejano, L.R.1    Alonso, E.2
  • 20
    • 85154621428 scopus 로고    scopus 로고
    • Lai TY. Multi-scale finite element modeling of strain localization in geomaterials with strong discontinuity. Ph.D. thesis, Stanford University; 2002.
  • 21
    • 85154540879 scopus 로고    scopus 로고
    • Barton NR, Bandis SC. Effects of block size on the shear behaviour of jointed rocks. In: Proceedings of the 23rd US symposium on rock mechanic, Berkeley; 1982.
  • 22
    • 34250125690 scopus 로고
    • Symmetric formulation of tangential stiffnesses for non-associated plasticity
    • Xiong W. Symmetric formulation of tangential stiffnesses for non-associated plasticity. Appl Math Mech 7 11 (1986) 983-991
    • (1986) Appl Math Mech , vol.7 , Issue.11 , pp. 983-991
    • Xiong, W.1
  • 23
    • 85154603641 scopus 로고    scopus 로고
    • Lomize GM. Flow in fractured rocks. Moscow: Gosenergoizdat; 1951. p. 127-50.
  • 24
    • 85154596040 scopus 로고    scopus 로고
    • Louis C. A study of groundwater flow in jointed rock and its influence on the stability of rock masses. Rock Mechanics Research Report no. 10, Imperial College of Science and Technology, London, Maini, YNT; 1971.
  • 25
    • 84995287317 scopus 로고
    • An average flow model for determining effects of three-dimensional roughness on hydrodynamic lubrication
    • Patir N., and Cheng H.S. An average flow model for determining effects of three-dimensional roughness on hydrodynamic lubrication. ASME J Lubr Technol 100 (1978) 12-17
    • (1978) ASME J Lubr Technol , vol.100 , pp. 12-17
    • Patir, N.1    Cheng, H.S.2
  • 27
    • 0035300988 scopus 로고    scopus 로고
    • An improved model for hydromechanical coupling during shearing of rock joints
    • Olsson R., and Barton N. An improved model for hydromechanical coupling during shearing of rock joints. Int J Rock Mech Min Sci 38 3 (2001) 317-329
    • (2001) Int J Rock Mech Min Sci , vol.38 , Issue.3 , pp. 317-329
    • Olsson, R.1    Barton, N.2
  • 28
    • 85154553289 scopus 로고    scopus 로고
    • Castillo E. Mathematical model for two-dimensional percolation through fissured rock. In: Proceedings of the international symposium on percolation through fissured rock, Stuttgart, Germany; 1972. p. T 1 ± D 1-7.
  • 29
    • 85154617226 scopus 로고    scopus 로고
    • Zhou CB, Chen YF, Sheng YQ. A generalized cubic law for rock joints considering post-peak mechanical effects. In: Proceedings of the GeoProc2006, Nanjing, China; 2006. p. 188-97.
  • 30
    • 85154562679 scopus 로고    scopus 로고
    • Vajdova V. Failure mode, strain localization and permeability evolution in porous sedimentary rocks. Ph.D. thesis, Stony Brook University; 2003.
  • 31
    • 0023523698 scopus 로고
    • Constitutive models for rock discontinuities with dilatancy and surface degradation
    • Plesha M.E. Constitutive models for rock discontinuities with dilatancy and surface degradation. Int J Numer Anal Meth Geomech 11 (1987) 345-362
    • (1987) Int J Numer Anal Meth Geomech , vol.11 , pp. 345-362
    • Plesha, M.E.1
  • 32
    • 0000332975 scopus 로고
    • Study of rock joints under cyclic loading conditions
    • Jing L., Stephansson O., and Nordlund E. Study of rock joints under cyclic loading conditions. Rock Mech Rock Eng 26 3 (1993) 215-232
    • (1993) Rock Mech Rock Eng , vol.26 , Issue.3 , pp. 215-232
    • Jing, L.1    Stephansson, O.2    Nordlund, E.3
  • 33
    • 0036739625 scopus 로고    scopus 로고
    • Experimental and mathematical modeling for fracture of rock joint with regular asperities
    • Huang T.H., Chang C.S., and Chao C.Y. Experimental and mathematical modeling for fracture of rock joint with regular asperities. Eng Fract Mech 69 (2002) 1977-1996
    • (2002) Eng Fract Mech , vol.69 , pp. 1977-1996
    • Huang, T.H.1    Chang, C.S.2    Chao, C.Y.3
  • 34
    • 0035093906 scopus 로고    scopus 로고
    • Coupled T-H-M issues relating to radioactive waste repository design and performance
    • Hudson J.A., Stephansson O., Andersson J., Tsang C.F., and Jing L. Coupled T-H-M issues relating to radioactive waste repository design and performance. Int J Rock Mech Min Sci 38 2 (2001) 143-161
    • (2001) Int J Rock Mech Min Sci , vol.38 , Issue.2 , pp. 143-161
    • Hudson, J.A.1    Stephansson, O.2    Andersson, J.3    Tsang, C.F.4    Jing, L.5


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