Experimental study on permeability of Beishan granite

Rock Mechanics: Achievements and Ambitions - Proceedings of the 2nd ISRM International Young Scholars' Symposium on Rock Mechanics

Volumn , Issue , 2012, Pages 173-176

  Ma, L K ^a,b   Wang, J ^a,b   Zhao, X G ^a,b   Tham, L G ^c  

^a BEIJING RESEARCH INSTITUTE OF URANIUM GEOLOGY   (China)

^b CHINA NATIONAL NUCLEAR CORPORATION   (China)

^c UNIVERSITY OF HONG KONG   (Hong Kong)

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL STRESS; CONFINING STRESS; DESIGN AND CONSTRUCTION; EXPERIMENTAL STUDIES; HIGH STRESS; NUCLEAR WASTE REPOSITORIES; PERMEABILITY EVOLUTION; PERMEABILITY INCREASE; PERMEABILITY TEST; VOLUMETRIC DILATION;

ROCK MECHANICS;

GRANITE;

EID: 84863066309     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (12)

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10. Mitchell, T.M. & Faulkner, D.R. 2008. Experimental measurements of permeability evolution during triaxial compression of initially intact crystalline rocks and implications for fluid flow in fault zones. Journal of Geophysical Research 113:16.
11. MTS. 2007. Product Information of Model 286.31 Transient Permeability Pore Pressure Intensifier. Minneapolis: MTS Systems Corporation.
12. Trimmer, D.A. 1981. Design criteria for laboratory measurements of low permeability rocks. Geophysical Research Letters 8(9): 973-975.