| contributor author | Jian-Feng Xue | |
| contributor author | Ken Gavin | |
| date accessioned | 2017-05-08T21:28:56Z | |
| date available | 2017-05-08T21:28:56Z | |
| date copyright | July 2007 | |
| date issued | 2007 | |
| identifier other | %28asce%291090-0241%282007%29133%3A7%28878%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/53180 | |
| description abstract | This paper presents a new method for applying reliability-based design approaches to slope stability analysis. In this method the soil properties are considered to be random variables. The factor of safety of the slope is found using Bishop’s simplified method for noncircular slip surfaces. By considering the variability of the soil properties, the probability of failure is determined from the reliability index | |
| publisher | American Society of Civil Engineers | |
| title | Simultaneous Determination of Critical Slip Surface and Reliability Index for Slopes | |
| type | Journal Paper | |
| journal volume | 133 | |
| journal issue | 7 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)1090-0241(2007)133:7(878) | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2007:;Volume ( 133 ):;issue: 007 | |
| contenttype | Fulltext | |
