5LIU J, ELSWORTH D, BRADY B H. Linking stress-dependent effective porosity and hydraulic conductivity fields to RMR[J]. International Journal of Roek Mechanics and Mining Sciences, 1999, 36(5): 581 - 589.
6GALE J E. The effects of fracture type(induced versus natural) on the stress, fracture closure, fracture permeability relationship[C]// GOODMAN R E, HUZE R E ed. Proceedings of the 23rd Rock Mechanics Symposium. Berkeley: AIME, 1982:290 - 298.
7NOLTE D D, PYRAK-NOLTE L J, COOK N G W. The fractal geometry of flow paths in natural fractures in rock and the approach to percolation[J]. Pure andApplied Geophysics, 1989, 131(1/2): 111 - 138.
8BARTON N, BAKHTAR K. Rock joint description and modeling for the hydro-thermo-mechanical design of nuclear waste repositories[R] Ottawa, Canada.. Mining Research Laboratory, 1983.
9BANDIS S C, LUMSDEN A C, BARTON N R. Fundamentals of rock joint deformation[J]. International Journal of Rock Mechanics and Mining Science and Geomechartics Abstracts, 1983, 20(6): 249 - 268.
10WITHERSPOON PA, WANG J S Y, IWAI K, et al. Validity of cubic law for a deferrable rock fracture[J]. Water Resources Research, 1980, 16(6): 1 016- 1 024.
