Original Article
Aoyagi, K., and Ishii, E., 2019, A method for estimating the highest potential hydraulic conductivity in the excavation damaged zone in mudstone, Rock Mechanics and Rock Engineering, 52, 385-401.
10.1007/s00603-018-1577-zArmand, G., Leveau, F., Nussbaum, C., de La Vaissiere, R., Noiret, A., Jaeggi, D., Landrein, P., and Righini, C., 2014, Geometry and properties of the excavation-induced fractures at the Meuse/Haute-Marne URL drifts, Rock Mechanics and Rock Engineering, 47, 21-41.
10.1007/s00603-012-0339-6Baechler, S., Lavanchy, J.M., Armand, G., and Cruchaudet, M., 2011, Characterisation of the hydraulic properties within the EDZ around drifts at level -490 m of the Meuse/Haute-Marne URL: A methodology for consistent interpretation of hydraulic tests, Physics and Chemistry of the Earth, 36, 1922-1931.
10.1016/j.pce.2011.10.005Barker, J.A., 1988, A generalized radial flow model for hydraulic tests in fractured rock, Water Resources Research, 24(10), 1796-1804.
10.1029/WR024i010p01796Bossart, P., Meier, P.M., Moeri, A., Trick, T., and Mayor, J.C., 2002, Geological and hydraulic characterization of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory, Engineering Geology, 66, 19-38.
10.1016/S0013-7952(01)00140-5Bossart, P., Trick, T., Meier, P.M., and Mayor, J.C., 2004, Structural and hydrogeological characterisation of the excavation-disturbed zone in the Opalinus Clay (Mont Terri Project, Switzerland), Applied Clay Science, 26, 429-448.
10.1016/j.clay.2003.12.018Choi, B.S., 2007, A method for storativity compensation in single well test analysis, Journal of Soil and Groundwater Environment, 12(3), 36-43.
Davy, C.A., Skoczylas, F., Barnichon, J.D., and Lebon, P., 2007, Permeability of macro-cracked argillite under confinement: Gas and water testing, Physics and Chemistry of the Earth, 32, 667-680.
10.1016/j.pce.2006.02.055Enachescu, C., and Rahm, N., 2007, Method evaluation of single hole hydraulic injection tests at site investigations Oskarshamn, SKB P-07-79, Stockholm, Sweden, 103p.
Follin, S., Ludvigson, J.E., and Leven, J., 2011, A comparison between standard well test evaluation methods used in SKB's site investigations and the generalized radial flow concept, SKB P-06-54, Stockholm, Sweden, 55p.
Hata, K., Niunoya, S., Aoyagi, K., and Miyara, N., 2024, Evaluation of excavation damaged zones (EDZs) in Horonobe Underground Research Laboratory (URL), Journal of Rock Mechanics and Geotechnical Engineering, 16, 365-378.
10.1016/j.jrmge.2023.05.010Hjerne, C., Ludvigson, J.-E., Harrström, J., Olofsson, C., Gokall-Norman, K., and Walger, E., 2013, Single-hole injection tests in boreholes KA2051A01, KA3007A01 and KJ0050F01, SKB P-13-24, Stockholm, Sweden, 184p.
Huo, Z., 2003, Mechanical and hydraulic behavior of rock salt in the excavation disturbed zone around underground facilities, International Journal of Rock Mechanics and Mining Sciences, 40(5), 725-738.
10.1016/S1365-1609(03)00064-9Jacob, C.E., and Lohman, S.W., 1952, Non-steady flow to a well of constant drawdown in an extensive aquifer, Transactions American Geophysical Union, 33(4), 559-569.
10.1029/TR033i004p00559Kim, H.M., Ryu, D.W., and Synn, J.H., 2008, In-situ evaluation technique for hydraulic conductivity in excavation disturbed zone (EDZ), Tunnel and Underground Space, 18(2), 91-97.
Kuusela-Lahtinen, A., and Poteri, A., 2010, Interpretation of flow dimensions from constant pressure injection test, Posiva Working Report 2010-35, Finland, 54p.
Lee, C.W., Lee, D.H., Jeong, J.G., Kim, K.Y., and Kim, Y., 2002, Well loss in fractured rock formation with radial flow during pumping test. Journal of KoSSGE, 7(4), 17-23.
Lee, H., and Park, C., 2024a, A study on comparative analysis of hydraulic conductivity in injection and recovery phases of constant pressure injection tests in deep fractured rock, Tunnel and Underground Space, 34(5), 503-526.
Lee, H., Park, C., Cheon, D.S., Choi, J., and Park, E.S., 2024b, A study on hydrogeological characteristics of deep-depth rock aquifer by rock types in Korea, Tunnel and Underground Space, 34(4), 374-392.
Lee, H., Park, C., Park, E.S., Jung, Y.B., Cheon, D.S., Bae, S.H., Kim, H.M., and Kim, K.S., 2023, Standard procedures and field application case of constant pressure injection test for evaluating hydrogeological characteristics in deep fractured rock aquifer, Tunnel and Underground Space, 33(5), 348-372.
Ludvigson, J.E., Hansson, K., and Hjerne, C., 2007, Method evaluation of single-hole hydraulic injection tests at site investigations in Forsmark, SKB P-07-80, Stockholm, Sweden, 162p.
Malmgren, L., Saiang, D., Toyra, J., and Bodare, A., 2007, The excavation disturbed zone (EDZ) at Kiirunavaara mine, Engineering Geology, 61, 1-15.
10.1016/j.jappgeo.2006.04.004Moye, D.G., 1967, Diamond drilling for foundation exploration, Civil Engineering Transactions, Institute of Engineering, Australia, 95-100.
Park, K.W., Park, B.H., Ji, S.H., and Ko, N.Y., 2024, Hydrogeological properties of Excavation Damage Zone (EDZ) in deep geological repository, Transactions of the korean Nuclear Society Spring Meeting, Jeju, Korea.
Tsang, C.F., Bernier, F., and 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(1), 109-125.
10.1016/j.ijrmms.2004.08.003- Publisher :Korean Society for Rock Mechanics and Rock Engineering
- Publisher(Ko) :한국암반공학회
- Journal Title :Tunnel and Underground Space
- Journal Title(Ko) :터널과 지하공간
- Volume : 35
- No :2
- Pages :149-165
- Received Date : 2025-04-04
- Revised Date : 2025-04-09
- Accepted Date : 2025-04-14
- DOI :https://doi.org/10.7474/TUS.2025.35.2.149
Tunnel and Underground Space
