| contributor author | Roman D. Hryciw | |
| contributor author | Stan Vitton | |
| contributor author | Thomas G. Thomann | |
| date accessioned | 2017-05-08T20:35:36Z | |
| date available | 2017-05-08T20:35:36Z | |
| date copyright | December 1990 | |
| date issued | 1990 | |
| identifier other | %28asce%290733-9410%281990%29116%3A12%281881%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20583 | |
| description abstract | A case history and analysis of a flow slide due to soil liquefaction is presented. The failure was triggered by vibratory tampers conducting a seismic reflection survey on a roadway embankment in Michigan's Upper Penninsula. Postfailure investigations included a survey of construction records, in situ and laboratory tests, and replication of the input ground vibrations to estimate the shearing strains and cyclic stress ratios at critical locations in the embankment. Construction records reveal that the embankment was essentially a loose, cohesionless hydraulic fill. Analysis shows that the maximum shearing strain was | |
| publisher | American Society of Civil Engineers | |
| title | Liquefaction and Flow Failure During Seismic Exploration | |
| type | Journal Paper | |
| journal volume | 116 | |
| journal issue | 12 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1990)116:12(1881) | |
| tree | Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 012 | |
| contenttype | Fulltext | |
