The DFN-DEM Approach Applied to Investigate the Effects of Stress on Mechanical and Hydraulic Rock Mass Properties at Forsmark, Sweden
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초록
The purpose of this study is to demonstrate the effect of in-situ rock stresses on the deformability and permeability of fractured rocks. Geological data were taken from the site investigation at Forsmark, Sweden, conducted by Swedish Nuclear Fuel and Waste Man-agement Company (SKB). A set of numerical experiments was conducted to determine the equivalent mechanical properties (essentially, elastic moduli and Poisson’s ratio) and permeability, using a Discrete Fracture Network-Discrete Element Method (DFN-DEM) approach. The results show that both mechanical properties and permeability are highly dependent on stress because of the hyperbolic nature of the stiffness of fractures, different closure behavior of fractures, and change of fluid pathways caused by deformation. This study shows that proper characterization and consideration of in-situ stress are important not only for boundary conditions of a selected site but also for the understanding of the mechanical and hydraulic behavior of fractured rocks.
Abstract
The purpose of this study is to demonstrate the effect of in-situ rock stresses on the deformability and permeability of fractured rocks. Geological data were taken from the site investigation at Forsmark, Sweden, conducted by Swedish Nuclear Fuel and Waste Man-agement Company (SKB). A set of numerical experiments was conducted to determine the equivalent mechanical properties (essentially, elastic moduli and Poisson’s ratio) and permeability, using a Discrete Fracture Network-Discrete Element Method (DFN-DEM) approach. The results show that both mechanical properties and permeability are highly dependent on stress because of the hyperbolic nature of the stiffness of fractures, different closure behavior of fractures, and change of fluid pathways caused by deformation. This study shows that proper characterization and consideration of in-situ stress are important not only for boundary conditions of a selected site but also for the understanding of the mechanical and hydraulic behavior of fractured rocks.
참고문헌 (15)
- Bai, M, "Modeling of subsidence and stress-dependent hydraulic conductivity for intact and fractured porous media", Rock Mech Rock Engng, 27(4), pp.209~234 (1994)
- Barton, "Fluid flow along potentially active faults in crystalline rock", Geology, 23(8), pp.683~686 (1995)
- Barton, N, "Modelling rock joint behaviour from in-situ block tests: implications for nuclear waste repository design" (1982), Office of Nuclear Waste Isolation, Columbus
- Bhasin, R, "Numerical modelling of block size effects and influence of joint properties in multiply jointed rock", Tunnelling and Underground Space Technology, 13(2), pp.181~188 (1998)
- Forsmark site investigation - Borehole KFM01A: Results of tilt test-ing, "Chryssanthakis P", SKB Report, ~, pp.P-03-108 (2003)
- Hart, R.D, "Analysis of a loading test on a large basalt block", 26th US Symp. on Rock Mech, pp.759~768 (1985)
- Itasca Consulting Group, "UDEC user’s guide, Ver. 3.1" (2000)
- La Pointe, P.R, "Derivation of parent fracture population statistics from trace length measurements of fractal fracture populations", Int. J. Rock Mech. Min. Sci, 39(3), pp.381~388 (2002)
- Min, K.-B, "Numerical determination of the equivalent elastic compliance tensor for fractured rock masses using the distinct element method", Int. J. Rock Mech. Min. Sci, 40(6), pp.795~816 (2003)
- Min, K.-B, "Stress dependent mechanical properties and bounds of Poisson’s ratio for fractured rock masses investigated by a DFN-DEM technique", Int. J. Rock Mech. Min. Sci, 41(3), pp.431~432 (2004)
- Min, K.-B, "Stress-dependent permeability of fractured rock masses: a numerical study", Int. J. Rock Mech. Min. Sci, 41(7), pp.1191~1210 (2004)
- Min K.-B, "Effect of stress on mechanical and hydraulic rock mass properties . application of DFN-DEM approach on the data from Site Investiga-tion at Forsmark", EUROCK 2005, pp.389~395 (2005)
- Rutqvist, J, "The role of hydromechanical coupling in fractured rock engineering", Hydrogeology Journal, 11(1), pp.7~40 (2003)
- Svensk Karnbranslehantering AB, "Preliminary site description Forsmark area . Ver-sion 1.1", SKB R 04-15, ~ (2004)
- Zhang, X, "Numerical Modelling and Analysis of Fluid Flow and Deformation of Fractured Rock Masses" (2002), Pergamon
