Please use this identifier to cite or link to this item:
https://hdl.handle.net/2440/54955
Citations | ||
Scopus | Web of Science® | Altmetric |
---|---|---|
?
|
?
|
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Priest, S. | - |
dc.date.issued | 2009 | - |
dc.identifier.citation | Rock Mechanics and Rock Engineering, 2009; 43(4):379-389 | - |
dc.identifier.issn | 0723-2632 | - |
dc.identifier.issn | 1434-453X | - |
dc.identifier.uri | http://hdl.handle.net/2440/54955 | - |
dc.description.statementofresponsibility | S. D. Priest | - |
dc.language.iso | en | - |
dc.publisher | Springer-Verlag Wien | - |
dc.source.uri | http://dx.doi.org/10.1007/s00603-009-0064-y | - |
dc.subject | Hoek–Brown yield criterion | - |
dc.subject | Three-dimensional stress | - |
dc.subject | Rock failure criteria | - |
dc.title | Comparisons between selected three-dimensional yield criteria applied to rock | - |
dc.type | Journal article | - |
dc.identifier.doi | 10.1007/s00603-009-0064-y | - |
pubs.publication-status | Published | - |
Appears in Collections: | Aurora harvest 5 Civil and Environmental Engineering publications |
Files in This Item:
There are no files associated with this item.
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.