Effect of highly pervious geological features on ground-water flow into a tunnel
暂无分享,去创建一个
[1] Hung I. Lin,et al. An approach to assessing the hydraulic conductivity disturbance in fractured rocks around the Syueshan tunnel, Taiwan , 2009 .
[2] Heikki Niini,et al. On engineering-geological studies concerning the selection of the course of the water tunnel Hausjärvi-Helsinki , 1967 .
[3] N. Barton,et al. Effects Of Block Size On The Shear Behavior Of Jointed Rock , 1982 .
[4] G. Richard,et al. The mechanical properties of joints , 1974 .
[5] Joon-Shik Moon,et al. Excavation-induced hydraulic conductivity reduction around a tunnel – Part 1: Guideline for estimate of ground water inflow rate , 2010 .
[6] N. Barton,et al. FUNDAMENTALS OF ROCK JOINT DEFORMATION , 1983 .
[7] Fred H. Kulhawy,et al. Stress deformation properties of rock and rock discontinuities , 1975 .
[8] G. Fernández,et al. SEEPAGE-INDUCED EFFECTIVE STRESSES AND WATER PRESSURES AROUND PRESSURE TUNNELS , 1994 .
[9] Joon-Shik Moon,et al. Excavation-induced hydraulic conductivity reduction around a tunnel – Part 2: Verification of proposed method using numerical modeling , 2010 .
[10] Milton Edward Harr,et al. Groundwater and Seepage , 1962 .