| contributor author | Rajendra P. Tiwari | |
| contributor author | K. S. Rao | |
| date accessioned | 2017-05-08T21:18:20Z | |
| date available | 2017-05-08T21:18:20Z | |
| date copyright | May 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290899-1561%282007%2919%3A5%28393%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/46306 | |
| description abstract | The strength of rock mass probably is the first engineering parameter that a geotechnical engineer may be keen to establish before the start of any mining and civil engineering project. The strength of a rock mass at site is generally influenced by joint geometry and the stress state that it experiences. Field studies show that stress conditions around underground structures will be generally true triaxial or polyaxial, i.e., | |
| publisher | American Society of Civil Engineers | |
| title | Response of an Anisotropic Rock Mass under Polyaxial Stress State | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 5 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)0899-1561(2007)19:5(393) | |
| tree | Journal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 005 | |
| contenttype | Fulltext | |