| contributor author | Mohamed Ashour | |
| contributor author | Gary Norris | |
| contributor author | Tung Nguyen | |
| date accessioned | 2017-05-08T21:46:27Z | |
| date available | 2017-05-08T21:46:27Z | |
| date copyright | November 2009 | |
| date issued | 2009 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000130.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61882 | |
| description abstract | The technique presented deals with the assessment, based on drained test behavior and formulation, of the undrained postcyclic stress-strain behavior of sands under limited or complete (full) liquefaction and its associated strength. At present, there is no particular procedure that allows assessment of such undrained postcyclic behavior that could develop full (pore-water pressure ratio, | |
| publisher | American Society of Civil Engineers | |
| title | Assessment of the Undrained Response of Sands under Limited and Complete Liquefaction | |
| type | Journal Paper | |
| journal volume | 135 | |
| journal issue | 11 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000114 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 011 | |
| contenttype | Fulltext | |
