Analysis of the behaviour of a large cavern in a strongly fractured rock mass

ISRM International Symposium - EUROCK 1996

Volumn , Issue , 1996, Pages 1015-1022

  Faiella, D ^a   Garino, A ^a   Ribacchi, R ^b  

^a ENEL   (Italy)

^b SAPIENZA UNIVERSITY OF ROME   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CAVES; DEFORMATION; FRACTURE; LIME; ROCK MECHANICS;

DESIGN STAGE; FRACTURED ROCK MASS; GEOMECHANICAL PARAMETERS; INITIAL SUPPORT; LIMESTONE FORMATION; MECHANICAL BEHAVIOUR; MONITORING SYSTEM; ROCK MASS;

ROCKS;

EID: 0000271550     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (3)

1. Crivclli R., P. Devin, S. Guido, P. P. Rossi & A. Zaninetti 1993. In-situ stress determination in anisotropic rock by hydraulic fracturing and overcoring tests. Assessment and Prevention of Failure Phenomena in Rock Engineering, Istanbul, 277-284
2. Faiclla D., A. Ganno, R. Ribacchi & P. P. Rossi 1992. Mechanical properties of a pervasively fractured rock mass. Rock characterization. Eurock 92, Chester, 81-87
3. Faiella D., A. Garino, R. Ribacchi 1995. An observational method for the construction of the S. Giacomo powerhouse cavern. Int. Workshop on Observational Methods of Construction of Large Underground Caverns in Difficult Ground 8th Congr. ISRM, Tokyo, 75-86