| contributor author | P. L. P. Wasantha | |
| contributor author | P. G. Ranjith | |
| contributor author | Daniel R. Viete | |
| date accessioned | 2017-05-08T21:57:08Z | |
| date available | 2017-05-08T21:57:08Z | |
| date copyright | June 2014 | |
| date issued | 2014 | |
| identifier other | %28asce%29mt%2E1943-5533%2E0000949.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/67307 | |
| description abstract | Limitations on the joint orientations for which a joint is free to fail exclusively by sliding (without the need for rupture of intact material), for a given specimen height-to-diameter ratio ( | |
| publisher | American Society of Civil Engineers | |
| title | Specimen Slenderness and the Influence of Joint Orientation on the Uniaxial Compressive Strength of Singly Jointed Rock | |
| type | Journal Paper | |
| journal volume | 26 | |
| journal issue | 6 | |
| journal title | Journal of Materials in Civil Engineering | |
| identifier doi | 10.1061/(ASCE)MT.1943-5533.0000907 | |
| tree | Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 006 | |
| contenttype | Fulltext | |
