| contributor author | Yang-Ping Yao | |
| contributor author | An-Nan Zhou | |
| contributor author | De-Chun Lu | |
| date accessioned | 2017-05-08T22:41:03Z | |
| date available | 2017-05-08T22:41:03Z | |
| date copyright | October 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%290733-9399%282007%29133%3A10%281115%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86341 | |
| description abstract | Because the three-dimensional strength of soil, rock, and concrete is influenced nonlinearly by the hydrostatic pressure and Lode’s angle, the failure surface is irregular in stress space, especially in the large stress range. Based on Lade’s criterion, exponential failure function in coordinate | |
| publisher | American Society of Civil Engineers | |
| title | Extended Transformed Stress Space for Geomaterials and Its Application | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 10 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2007)133:10(1115) | |
| tree | Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 010 | |
| contenttype | Fulltext | |
