CHARACTERIZATION OF ROCK FISSURE HYDRAULIC CONDUCTIVITY USING IDEALIZED WALL ROUGHNESS PROFILES

被引：70
作者：
ELSWORTH, D
GOODMAN, RE
机构：
[1] UNIV CALIF BERKELEY,DEPT CIVIL ENGN,BERKELEY,CA 94720
[2] UNIV TORONTO,DEPT CIVIL ENGN,TORONTO M5S 1A4,ONTARIO,CANADA
来源：
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 1986年 / 23卷 / 03期
关键词：
D O I：
10.1016/0148-9062(86)90969-1
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
引用
收藏
页码：233 / 243
页数：11
相关论文
共 15 条
[1]   EXPERIMENTAL STUDIES OF SCALE EFFECTS ON THE SHEAR BEHAVIOR OF ROCK JOINTS [J].
BANDIS, S ;
LUMSDEN, AC ;
BARTON, NR .
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
12