1 |
Cheong, J. -Y., Hamm, S. -Y., Lim, D. -H., and Kim, S. -G., 2017, Hydraulic parameter generation technique using a discrete fracture network with bedrock heterogeneity in Korea, Water, 9, 937; doi:10.3390/w9120937.
DOI
|
2 |
Dershowitz, W., 1984, Rock Jont Systems. Ph.D. dissertation, Massachusetts Institute of Technology, Cambridge, MA.
|
3 |
Dershowitz, W., Redus, K., Wallmann, P., La Pointe, P., and Axelsson, C. L., 1992, The implication of fractal dimension in hydrogeology and rock mechanics. Version 1.1. SKB TR 92-17, Svensk Karnbranslehantering AB.
|
4 |
Dershowitz, W., Shuttle, D., Lee, G., Rogers, S., 2-7, Analysis of groundwater inflow control by grouting using the discrete fracture network method, Felsbau, 25, 34-41.
|
5 |
Finnila, A., Dershowitz, W., Doe, T., and McLaren, R., 2015, Hydro-shearing and hydraulic fracturing for enhanced geothermal systems in archetypical normal, strike-slip and thrust faulting terrains, GRC Trans, 2015, 39, 19p.
|
6 |
Fox, A., Forchhammer, K., Pettersson, A., La Pointe, P., and Lim, D.-H., 2012, Geological Discrete Fracture Network Model for the Olkiluoto Site, Eurajoki, Finland. Version 2.0; POSIVA 2012-27; POSIVA OY: Eurajoki, Finland.
|
7 |
FracMan Technology Group, 2016, Interactive Discrete Feature Data Analysis, Geometric Modeling and Exploration Simulation, 7 User Documentation; Golder Associates Inc.: Hongkong, China.
|
8 |
Hartley, L., Hoek, J., Swan, D., Roberts, D., Joyce, S., and Follin, S., 2009, Development of a Hydrogeological Discrete Fracture Network Model for the Olkiluoto Site Descriptive Model 2008; Working Report 2009-61, POSIVA OY, Eurajoki, Finland.
|
9 |
Ji, S. H., Park, K. W., Lim, D. -H., Kim, C, Kim, K.S., and Dershowitz, W., 2012, A hybrid modeling approach to evaluate the groundwater flow system at the low- and intermediatelevel radioactive waste disposal site in Gyeong-Ju, Korea, Hydrogeol. J., 20, 1341-1353.
DOI
|
10 |
Lim, D. -H., 2002, Mass transport analysis in the near field of geologic repository, Ph.D. dissertation, Department of Nuclear Engineering, University of California, Berkeley.
|
11 |
Lim, D. -H., 2016, Probabilistic transport path analysis through three-dimensional discrete fracture network for underground radioactive waste disposal facilities, In Proceedings of the 13th International Conference on Probabilistic Safety Assessment and Management, Seoul, Korea, p.2-7.
|
12 |
McClure, M. W. and Horne, R. N., 2010, Discrete fracture modeling of hydraulic simulation in enhanced geothermal systems. In Proceedings of the 35th Workshop on Geothermal Reservoir Engineering, Stanford, CA, USA, SGPTR-188.
|
13 |
Shin, H. J., 2001, Hydrogeological Characterization of Fractured Crystalline Rock and It's Application to Discrete Fracture Network Model, Ph.D. Thesis, Yonsei University, Seoul, Korea, 2001.
|
14 |
Munier, R., 2004, Statistical Analysis of Fracture Data, Adapted for Modelling Discrete Fracture Networks-Version 2; SKB R-04-66; Svensk Karnbranslehantering AB: Osthammar, Sweden.
|
15 |
Park, S. G. and Kim, H. J., 1994, Applicability of resistivity image profiling to geologic survey in the Keoje-do area, Economic and Environmental Geology, 27, 563-569.
|
16 |
Rogers, S., Lim, D. -H., Fejer, P., and Han, G, 2012, Static and dynamic data integration for improved characterisation of a fractured gas reservoir. In Proceedings of the 46th US Rock Mechanics/Geomechanics Symposium, American Rock Mechanics Association, Chicago, IL, USA, p.24-27.
|
17 |
Will, R., Archer, R., and Dershowitz, W., 2005, Integration of seismic anisotropy and Reservoir-Performance data for characterization of naturally fractured reservoirs using Discrete-Feature-Network models, SPE Reserv. Eval. Eng. 8, 132-142.
DOI
|