CHARACTERIZATION OF ROCK FISSURE HYDRAULIC CONDUCTIVITY USING IDEALIZED WALL ROUGHNESS PROFILES

[1] EXPERIMENTAL STUDIES OF SCALE EFFECTS ON THE SHEAR BEHAVIOR OF ROCK JOINTS [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (01): : 1 - 21

[2] GALE JE, 1982, 23RD P US S ROCK MEC

[3] Goodman RE., 1975, Methods of geological engineering in discontinuous rocks

[4] GOODMAN RE, 1979, 3RD P INT C ROCK MEC

[5] Iwai Katsuhiko., 1976, FUNDAMENTAL STUDIES

[6] Louis C., 1974, Rock Hydraulics in Rock Mechanics, V1, P299

[7] MAINI YNT, 1971, THESIS LONDON U

[8] OHNISHI Y, 1973, THESIS U CALIFORNIA

[9] Snow DavidTunison., 1965, A parallel plate model of fractured permeable media

[10] TROLLOPE DH, 1971, AUST GEOMECH J, V1

[1] EXPERIMENTAL STUDIES OF SCALE EFFECTS ON THE SHEAR BEHAVIOR OF ROCK JOINTS [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1981, 18 (01): : 1 - 21

[2] GALE JE, 1982, 23RD P US S ROCK MEC

[3] Goodman RE., 1975, Methods of geological engineering in discontinuous rocks

[4] GOODMAN RE, 1979, 3RD P INT C ROCK MEC

[5] Iwai Katsuhiko., 1976, FUNDAMENTAL STUDIES

[6] Louis C., 1974, Rock Hydraulics in Rock Mechanics, V1, P299

[7] MAINI YNT, 1971, THESIS LONDON U

[8] OHNISHI Y, 1973, THESIS U CALIFORNIA

[9] Snow DavidTunison., 1965, A parallel plate model of fractured permeable media

[10] TROLLOPE DH, 1971, AUST GEOMECH J, V1