The construction, ground reinforcement, and monitoring of a large cavern in door rock mass in NW Italy

ISRM International Symposium - EUROCK 1996

Volumn , Issue , 1996, Pages 1007-1014

  Grasso, P ^a   Rossler, K ^a   Maccan, S ^a   Xu, S ^a  

^a Geodata   (Italy)

Author keywords

[No Author keywords available]

Indexed keywords

CAVES; CONVERGENCE OF NUMERICAL METHODS; EXCAVATION; ROCK MECHANICS;

CONVERGENCE-CONFINEMENT METHOD; DESIGN OPTIMIZATION; EFFICIENT CONSTRUCTION; GROUND REINFORCEMENT; SEQUENTIAL EXCAVATION; STATE-OF-THE-ART TECHNOLOGY; THREE-DIMENSIONAL DISPLACEMENTS; UNDERGROUND RAILWAY;

ROCKS;

EID: 2142682062     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (4)

1. Grasso, P., Mahtab, A., and Pelizza, S. 1989. Reinforcing a rock zone for stabilizing a tunnel in complex formations. Proceedings of the International Congress on Progress and Innovation in Tunneling, Spt. 9-14, 1989, Toronto, Canada, 663-671.
2. Einstein, H. H., and Schwartz, C. W. 1979. Simplified analysis for tunnel supports. Journal of the Geotechnical Engineering Division, ASCE, 106:499-518.
3. Negro A. 1988. Design of shallow tunnels in soft ground. Ph. D. thesis, University of Alberta, Edmonton, Canada.
4. Rossler, 1995. Internal report. Geodata, Torino.