Skip Nav Destination
Close Modal
Update search
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
Filter
- Title
- Author
- Author Affiliations
- Full Text
- Abstract
- Keyword
- DOI
- ISBN
- EISBN
- ISSN
- EISSN
- Issue
- Volume
- References
- Paper Number
NARROW
Format
Subjects
Article Type
Date
Availability
1-3 of 3
Keywords: rock condition
Close
Follow your search
Access your saved searches in your account
Would you like to receive an alert when new items match your search?
Sort by
Proceedings Papers
Paper presented at the 10th ISRM Congress, September 8โ12, 2003
Paper Number: ISRM-10CONGRESS-2003-189
... area from the original 7 m 2 to over 100 m 2 . intermediate level global model mining level ore pass wall metals & mining stability analysis main haulage level sublevel failure mechanism Reservoir Characterization failure development ore pass stability rock condition fallout...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25โ28, 1999
Paper Number: ISRM-9CONGRESS-1999-301
... ABSTRACT: The planning of long deep-lying base tunnels through the Alps highlights the problem of tunnelling in squeezing rock conditions. After a brief description of the constructional experience gained to date and a retrospective look at the first scientific attempts to explain the various...
Proceedings Papers
Paper presented at the 9th ISRM Congress, August 25โ28, 1999
Paper Number: ISRM-9CONGRESS-1999-285
... comparison cannot be made because of the differences in rock conditions, but the 'ratio of the elevation of excavation to 'displacement of SE'S}ope is roughly the Same as the rebound re- sponse in Case 1. The ratio for NW slope; however, is greater by ยท a factor of about 4 to 8." I The differences...