| contributor author | Lianyang Zhang | |
| contributor author | Hehua Zhu | |
| date accessioned | 2017-05-08T21:29:01Z | |
| date available | 2017-05-08T21:29:01Z | |
| date copyright | September 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A9%281128%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53207 | |
| description abstract | A great number of rock strength criteria have been proposed over the past decades. Of these different strength criteria, the Hoek-Brown strength criterion has been used most widely, because: (1) it has been developed specifically for rock materials and rock masses; (2) its input parameters can be determined from routine unconfined compression tests, mineralogical examination, and discontinuity characterization; and (3) it has been applied for over | |
| publisher | American Society of Civil Engineers | |
| title | Three-Dimensional Hoek-Brown Strength Criterion for Rocks | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 9 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:9(1128) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 009 | |
| contenttype | Fulltext | |
