Determining stress-dependent permeability in the laboratory

Vail Rocks 1999 - 37th U.S. Symposium on Rock Mechanics (USRMS)

Volumn , Issue , 1999, Pages 341-347

  Zhang, J ^a   Bai, M ^a   Roegiers, J C ^a   Liu, T ^b  

^a UNIVERSITY OF OKLAHOMA   (United States)

^b China Coal Research Institute   (China)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETES; ROAD CONSTRUCTION; ROCK MECHANICS;

EXTERNAL LOADING; FORMATION PERMEABILITY; FRACTURE APERTURES; INSITU STRESS; LABORATORY EXPERIMENTS; ROCK PROPERTIES; STRESS-DEPENDENT;

ROCKS;

EID: 85035211106     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (6)

1. Bai, M. & D. Elsworth 1994. Modeling of subsidence and stress-dependent hydraulic conductivity of intact and fractured porous media, Rock Mech. and Rock Engng., 27, 4, 209-234.
2. Bear, J. 1972. Dynamics of fluids in porous media, American Elsevier Publishing Company, Inc., 764p.
3. Louis C. 1969. Groundwater flow in rock masses and its influence on stability, Rock Mech. Research Report, 10, Imperial College, UK.
4. Walsh J.B. 1981. Effect of pore pressure and confining pressure on fracture permeability, Int. J. Rock Mech. Min. Sci. and Geomech. Abstr., 18, 3, 429-435.
5. Witherspoon P.A. et al 1980. Validity of Cubic law for fluid flow in a deformable rock fracture, Water Resour. Res., 16, 6, 1016-1024.
6. Zhang, J. et al 1997. The study of permeability behaviors for fractured rock masses, J. China Coal Society, 22, 5, 481-485 (in Chinese).