A MODEL TO EVALUATE THE TRANSIENT HYDRAULIC RESPONSE OF 3-DIMENSIONAL SPARSELY FRACTURED ROCK MASSES

[1] GAUSSIAN QUADRATURE FORMULAE FOR SUM1/0 -IN (X)F(X) DX [J]. MATHEMATICS OF COMPUTATION, 1965, 19 (91) : 477 - &

[2] Banerjee P. K., 1981, BOUNDARY ELEMENT MET

[3] Barenblatt GI., 1960, J APPL MATH MECH, V24, P1286, DOI [DOI 10.1016/0021-8928(60)90107-6, 10.1016/0021-8928(60)90107-6]

[4] DOE TW, 1982, 23RD P US S ROCK MEC, P30

[5] CHARACTERIZATION OF ROCK FISSURE HYDRAULIC CONDUCTIVITY USING IDEALIZED WALL ROUGHNESS PROFILES [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1986, 23 (03): : 233 - 243

[6] ELSWORTH D, 1986, INT J NUMER ANAL MET

[7] ELSWORTH D, 1985, S FUNDAMENTALS ROCK

[8] JASWON HA, 1963, P ROY SOC LOND A MAT, V275, P33

[9] KELLOG OD, 1953, F POTENTIAL THEORY

[10] A MODEL FOR STEADY FLUID-FLOW IN RANDOM 3-DIMENSIONAL NETWORKS OF DISC-SHAPED FRACTURES [J]. WATER RESOURCES RESEARCH, 1985, 21 (08) : 1105 - 1115

[1] GAUSSIAN QUADRATURE FORMULAE FOR SUM1/0 -IN (X)F(X) DX [J]. MATHEMATICS OF COMPUTATION, 1965, 19 (91) : 477 - &

[2] Banerjee P. K., 1981, BOUNDARY ELEMENT MET

[3] Barenblatt GI., 1960, J APPL MATH MECH, V24, P1286, DOI [DOI 10.1016/0021-8928(60)90107-6, 10.1016/0021-8928(60)90107-6]

[4] DOE TW, 1982, 23RD P US S ROCK MEC, P30

[5] CHARACTERIZATION OF ROCK FISSURE HYDRAULIC CONDUCTIVITY USING IDEALIZED WALL ROUGHNESS PROFILES [J]. INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 1986, 23 (03): : 233 - 243

[6] ELSWORTH D, 1986, INT J NUMER ANAL MET

[7] ELSWORTH D, 1985, S FUNDAMENTALS ROCK

[8] JASWON HA, 1963, P ROY SOC LOND A MAT, V275, P33

[9] KELLOG OD, 1953, F POTENTIAL THEORY

[10] A MODEL FOR STEADY FLUID-FLOW IN RANDOM 3-DIMENSIONAL NETWORKS OF DISC-SHAPED FRACTURES [J]. WATER RESOURCES RESEARCH, 1985, 21 (08) : 1105 - 1115