Division of Earth Environmental System, Pusan National University;Division of Earth Environmental System, Pusan National University;Division of Earth Environmental System, Pusan National University;Geotechnical Engineering Research Department, Korea Institute of Construction Technology;Dowha Consulting Engineers Co., Ltd.;Heesong Geotek Co., Ltd.;Division of Earth Environmental System, Pusan National University;
27. 허준석, 정일문, 허준행, 조원철, 1997, 해저 및 하저터널로의 지하수 유입에 관한 정량적 분석, 대한토목학회, 17(II-l), 13-22
28. 허창환, 2003, MODFLOW를 이용한 터널의 지하수 유동해석, 한국수자원학회, 36(1),129-142
29. Bello-Maldonado, A., 1983, Post-construction seepage toward tunnels in variable head aquifers, Proceedings of international congress on rock mechanics, Melbourne, Australia, p. 111-117
30. Bieniawski, Z.T., 1979, The geomechanics classification in rock engineering applications, Proceeding of 4th ISRM Congress, Montreux, Switzerland, p. 51-58
31. Bossart, P., Meier, P.M., Moeri, A., Trick, T., and Mayor, J.C., 2002, Geological and hydraulic characterisation of the excavation disturbed zone in the Opalinus Clay of the Mont Terri Rock Laboratory, Eng. Geol., 66, 19-38
32. Davis, G.M. and Horswill, P., 2002, Groundwater control and stability in an excavation in Magnesian Limestone near Sunderland, NE England, Eng. Geol., 66, 1-18
33. Fetter, C.W., 2001, Applied Hydrogeology, Prentice-Hall, New Jersey, p. 598
34. Goodman, R.E., Moye, D.G, van Schalkwyk, A., and Javadel, I., 1965, Groundwater Inflows during Tunnel Driving, Eng. GeoI., 2, 39-56
35. Hamm, S.-Y., Cheong, J.-Y., Lee, J.-H., Jeong, C.W., and Park, J.Y., 2008, Prediction of groundwater level change in association with the construction of low/intermediate level radioactive waste repository in South Korea, MODFLOW and More 2008 Groundwater and Public policy, International Ground Water Modeling Center (IGWMC), Colorado School of Mines, Golden City, USA, p. 264-268
36. Kitterod, N.O., Colleuille, H., Wong, W.K., and Pedersen, T.S., 2000, Simulation of groundwater drainage into a tunnel in fractured rock and numerical analysis of leakage remediation, Romeriksporten tunnel, Norway, Hydrogeol. J., 8, 480-493
37. Lei, S., 1999, An analytical solution for steady flow into a tunnel, Ground Water, 37, 23-26
38. Meiri, D., 1985, Unconfined groundwater flow calculation into a tunnel, J Hydrol., 82, 69-75
39. Molinero, J., Samper, J., and Juanes, R, 2002, Numerical modeling of the transient hydrogeological response produced by tunnel construction in fractured bedrocks, Eng. Geol., 64, 369-386
40. Polubarinova-Kochina, P.Ya., 1962, Theory of Groundwater Movement, translated by R J. M. De Wiest, Princeton, New Jersey, Princeton University, p. 613
41. Shimojima, E., Tanaka, T., Hoso, Y., Yoshioka, R, and Davis, G.B., 2000, Using short- and long-term transients in seepage discharge and chemistry in a mountain tunnel to quantifY fracture and matrix water fluxes, J Hydrol., 234, 142-161
42. Song, W.-K., Chwae, U., and Hwang, H.S., 2001, Geotechnical investigation on the correlation between tunnel excavation and groundwater geotechnical, Geosystem Eng., 4(2), 39-42
43. Todd, D.K. and Mayer, L.W., 2005, Groundwater Hydrology, 3rd ed., John Wiley and Sons, Inc., p. 636
44. United States Bureau of Reclamation, 1951, Permeability tests using drill holes and wells, Geology Report G-97
45. Wittke, W., Rissler, P., and Semprich, S., 1972, Three-dimensional laminar and turbulent flow through fissured rock according to discontinuous and continuous models (German), Proc. Symp. Percolation Through Fissured Rock, International Soc. Rock Mech., Stuttgart, German