| contributor author | Amr S. Azzouz | |
| contributor author | Mohsen M. Baligh | |
| contributor author | Charles C. Ladd | |
| date accessioned | 2017-05-08T20:33:13Z | |
| date available | 2017-05-08T20:33:13Z | |
| date copyright | May 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9410%281983%29109%3A5%28730%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19372 | |
| description abstract | A method for three-dimensional stability analysis has been developed and applied to 18 case histories of embankment failures. Results show that end effects generally increase the conventional plane strain factor of safety by 10 4 5%. A revised field vane correction versus plasticity index relationship is 10% lower than that recommended by Bjerrum in 1972 and should represent a better estimate of the ``true'' in situ undrained shear strength. | |
| publisher | American Society of Civil Engineers | |
| title | Corrected Field Vane Strength for Embankment Design | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 5 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1983)109:5(730) | |
| tree | Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 005 | |
| contenttype | Fulltext | |