All Issue

2022 Vol.32, Issue 1 Preview Page

Research Article

31 March 2022. pp. 41-57
Abstract
References
1
Bear, J., Tsang, C.F., De Marsily, G., 1993, Flow and contaminant transport in fractured rock, Academic Press, San Diego, 560p. 10.1016/B978-0-12-083980-3.50005-X
2
Berkowitz, B., 2002, Characterizing flow and transport in fractured geological media: A review, Advances in Water Resources, 25, 861-884. 10.1016/S0309-1708(02)00042-8
3
Choi, J., Um, J., Kwon, H., Shim, Y., 2010, Relationship between fracture distribution and the acidity of mine drainage at the Il-Gwang Mine, The Journal of Engineering Geology, 20, 425-436 (in Korean with English abstract).
4
De Marsily, G., 1985, Flow and transport in fractured rocks; connectivity and scale effect, Proceedings of the International Association of Hydrogeologists: Hydrogeology of Rocks of Low Permeability, Tucson, Arizona, 17, 267-278.
5
Han, J., Um, J., 2015, Characteristics of block hydraulic conductivity of 2-D DFN system according to block size and fracture geometry, Tunnel & Underground Space, 25, 450-461 (in Korean with English abstract). 10.7474/TUS.2015.25.5.450
6
Han, J., Um, J., 2016a, Effect of joint aperture variation on hydraulic behavior of the 2-D DFN system, Tunnel & Underground Space, 26, 283-292 (in Korean with English abstract). 10.7474/TUS.2016.26.4.283
7
Han, J., Um, J., 2016b, Effect of joint orientation distribution on hydraulic behavior of the 2-D DFN system, Economic and Environmental Geology, 49, 31-41 (in Korean with English abstract). 10.9719/EEG.2016.49.1.31
8
Han, J., Um, J., Lee, D., 2017, Effects of joint density and size distribution on hydrogeologic characteristics of the 2-D DFN system, Economic and Environmental Geology, 50, 61-71 (in Korean with English abstract). 10.9719/EEG.2017.50.1.61
9
Herbert, A.W., 1996, Modelling approaches for discrete fracture network flow analysis, Developments in Geotechnical Engineering, 79, 213-229. 10.1016/S0165-1250(96)80027-7
10
Hsieh, P.A., Neuman, S.P., Stiles, G.K., Simpson, E.S., 1985, Field determination of the three-dimensional hydraulic conductivity tensor of anisotropic media: 2. Methodology and application to fractured rocks, Water Resources Research, 21, 1667-1676. 10.1029/WR021i011p01667
11
Kantani, K., 1984, Distribution of directional data and fabric tensors, International Journal of Engineering Science, 22, 149-164. 10.1016/0020-7225(84)90090-9
12
Kim, D., Yeo, I.W., 2019, Critical Reynolds number for the occurrence of nonlinear flow in a rough-walled rock fracture, Economic and Environmental Geology, 52, 291-297 (in Korean with English abstract).
13
Kulatilake, P.H.S.W., Panda, B.B., 2000, Effect of block size and joint geometry on jointed rock hydraulics and REV, Journal of Engineering Mechanics, 126, 850-858. 10.1061/(ASCE)0733-9399(2000)126:8(850)
14
Kulatilake, P.H.S.W., Ucpirti, H., Stephansson, O., 1994, Effect of finite size joints on the deformability of jointed rock at the two dimensional level, Canadian Geotechnical Journal, 31, 364-374. 10.1139/t94-044
15
Lee, D., Um, J., 2017, A Study on applicability of equivalent continuum flow model in DFN media, Tunnel & Underground Space, 27, 303-311 (in Korean with English abstract).
16
Min, K., Thoraval, A., 2012, Comparison of two- and three-dimensional approaches for the numerical determination of equivalent mechanical properties of fractured rock masses, Tunnel & Underground Space, 22, 93-105. 10.7474/TUS.2012.22.2.093
17
Noh, Y., Um, J., 2012, Methods of discontinuity network visualization in 3-D, The Journal of Engineering Geology, 22, 449-458 (in Korean with English abstract). 10.9720/kseg.2012.4.449
18
Oda, M., 1982, Fabric tensor for discontinuous geological materials, Soils and Foundations, 22, 96-108. 10.3208/sandf1972.22.4_96
19
Oda, M., 1985, Permeability tensor for discontinuous rock masses, Geotechnique, 35, 483-495. 10.1680/geot.1985.35.4.483
20
Priest, S.D., 1993, Discontinuity analysis for rock engineering, Chapman & Hall, London, 473p. 10.1007/978-94-011-1498-1
21
Rutqvist, J, Stephansson, O., 2003, The role of hydromechanical coupling in fractured rock engineering, Hydrogeology Journal, 11, 7-40. 10.1007/s10040-002-0241-5
22
Schultz, R., 2000, Growth of geologic fractures into large-strain populations: Review of nomenclature, subcritical crack growth, and some implications for rock engineering, International Journal of Rock Mechanics and Mining Sciences, 37, 403-411. 10.1016/S1365-1609(99)00115-X
23
Tsang, C.F., Bernier, F, Davies, C., 2005, Geohydromechanical processes in the excavation damaged zone in crystalline rock, rock salt, and indurated and plastic clays-in the context of radioactive waste disposal, International Journal of Rock Mechanics and Mining Sciences, 42, 109-125. 10.1016/j.ijrmms.2004.08.003
24
Um, J., 2019, Effects of fracture tensor component and first invariant on block hydraulic characteristics of the 2-D discrete fracture network systems, Economic and Environmental Geology, 52, 81-90 (in Korean with English abstract).
25
Wang, M., Kulatilake, P.H.S.W., Panda, B.B., Rucker, M.L., 2001, Groundwater resources evaluation case study via discrete fracture flow modeling, Engineering Geology, 62, 267-291. 10.1016/S0013-7952(01)00029-1
26
Zimmerman, R.W., Bodvarsson, G.S., 1995, Effective transmissivity of two-dimensional fracture networks, LBL Report, 19p. 10.2172/87080
27
Zimmerman, R.W., Yeo, I.W., 2000, Fluid flow in rock fractures: From the Navier-Stokes equations to the cubic law, Dynamics of Fluids in Fractured Rock, 122, 213-224. 10.1029/GM122p0213
Information
  • Publisher :Korean Society of Engineering Geology
  • Publisher(Ko) :대한지질공학회
  • Journal Title :The Journal of Engineering Geology
  • Journal Title(Ko) :지질공학
  • Volume : 32
  • No :1
  • Pages :41-57
  • Received Date :2022. 03. 08
  • Accepted Date : 2022. 03. 21