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
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Pinnaduwa Kulatilake | P. Kulatilake | Mingyu Wang | J. Um | J. Narvaiz | Mingyu Wang | J. Um | J. Narvaiz
[1] Pinnaduwa Kulatilake,et al. Relations between Fracture Tensor Parameters and Jointed Rock Hydraulics , 1999 .
[2] Björn Dverstorp,et al. Conditional simulations of fluid flow in three-dimensional networks of discrete fractures , 1987 .
[3] J. Bear. Dynamics of Fluids in Porous Media , 1975 .
[4] Pinnaduwa Kulatilake,et al. RELATION BETWEEN DISCONTINUITY SIZE AND TRACE LENGTH. , 1986 .
[5] Pinnaduwa H.S.W. Kulatilake,et al. Analysis of structural homogeneity of rock masses , 1990 .
[6] K. Karasaki,et al. Hydraulic well testing inversion for modeling fluid flow in fractured rocks using simulated annealing: a case study at Raymond field site, California , 2000 .
[7] Pinnaduwa H.S.W. Kulatilake,et al. EFFECT OF BLOCK SIZE AND JOINT GEOMETRY ON JOINTED ROCK HYDRAULICS AND REV , 2000 .
[8] P. Kulatilake,et al. Effect of joint geometry and transmissivity on jointed rock hydraulics , 1999 .
[9] Franklin W. Schwartz,et al. A Stochastic Analysis of Macroscopic Dispersion in Fractured Media , 1983 .
[10] A. Rouleau,et al. Stochastic discrete fracture simulation of groundwater flow into an underground excavation in granite , 1987 .
[11] Paul A. Witherspoon,et al. The relationship of the degree of interconnection to permeability in fracture networks , 1985 .
[12] Pinnaduwa Kulatilake,et al. Estimation of mean trace length of discontinuities , 1984 .
[13] G. Marsily,et al. Modeling fracture flow with a stochastic discrete fracture network: calibration and validation: 1. The flow model , 1990 .
[14] K. Karasaki,et al. A multidisciplinary fractured rock characterization study at Raymond field site, Raymond, CA. , 2000 .
[15] Chin-Fu Tsang,et al. Channel model of flow through fractured media , 1987 .
[16] E. A. Sudicky,et al. The Laplace Transform Galerkin Technique for large-scale simulation of mass transport in discretely fractured porous formations , 1992 .
[17] C. Fidelibus,et al. Derivation of equivalent pipe network analogues for three‐dimensional discrete fracture networks by the boundary element method , 1999 .
[18] S. P. Neuman,et al. Field Determination of the Three-Dimensional Hydraulic Conductivity Tensor of Anisotropic Media: 2. Methodology and Application to Fractured Rocks , 1985 .
[19] Pinnaduwa Kulatilake,et al. Discontinuity geometry characterization in a tunnel close to the proposed permanent shiplock area of the three gorges dam site in China , 1996 .
[20] Jim Gallanes,et al. On Target: The Arrowhead East and West Tunnels , 1996 .
[21] Peter Clive. Robinson,et al. Connectivity, flow and transport in network models of fractured media , 1984 .
[22] G. W. Wathugala,et al. A general procedure to correct sampling bias on joint orientation using a vector approach , 1990 .
[23] Ove Stephansson,et al. Joint network modelling with a validation exercise in Stripa mine, Sweden , 1993 .
[24] Ove Stephansson,et al. Effect of finite size joints on the deformability of jointed rock in three dimensions , 1993 .
[25] Pinnaduwa Kulatilake,et al. Groundwater resources evaluation case study via discrete fracture flow modeling , 2001 .
[26] P. Kulatilake,et al. Box fractal dimension as a measure of statistical homogeneity of jointed rock masses , 1997 .
[27] S. P. Neuman,et al. Field Determination of the Three‐Dimensional Hydraulic Conductivity Tensor of Anisotropic Media: 1. Theory , 1985 .