Discontinuum stability analysis of large underground cavern based on borehole survey data and field measurements

ISRM International Symposium - EUROCK 1996

Volumn , Issue , 1996, Pages 983-990

  Picha, J ^a   Tanimoto, C ^a   Kishida, K ^a   Hatamochi, R ^b   Kunii, K ^c  

^a KYOTO UNIVERSITY   (Japan)

^b KANSAI ELECTRIC POWER CO   (Japan)

^c NEW EC Inc   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

CAVES; ROCK MECHANICS; SURVEYS;

BUILDING TECHNOLOGIES; DISCONTINUUM; FIELD MEASUREMENT; LARGE UNDERGROUND CAVERNS; SHEAR STRENGTH OF JOINT; STABILITY ANALYSIS; UNDERGROUND CAVERN; UNDERGROUND OPENING;

ROCKS;

EID: 2142732674     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (5)

1. Tanimoto, C., Kishida, K. 1994. Application of seismic geotomography in consideration of energy attenuation at joints to designing an underground cavern, Underground opening for public use, Proceedings, Grjorvik, Norway: 240-251
2. Tanimoto, C. et al. 1995. Fundamental study on the estimation of the joint distribution in consideration of joint aperture through both the seismic and electric resistivity Tomographic Technique and joint survey, Field measurements in geomechanics 4-th International Symposium, Bergamo-Italy: 391-398
3. Ando, N. (1995): Deformability of Rock mass with joint stiffness, Kyoto University Master course theses (in Japanese)
4. Tabata, K. (1995): Grasp and analysis of joints and its application for jointed rock mass, Kyoto University Master course theses (in Japanese)
5. Udec. Universal Distinct Element Code, User's Manual, Itasca consulting group, Inc., Mineapolis