| contributor author | Raymond P. Daddazio | |
| contributor author | Mohammed M. Ettouney | |
| contributor author | Ivan S. Sandler | |
| date accessioned | 2017-05-08T20:34:34Z | |
| date available | 2017-05-08T20:34:34Z | |
| date copyright | April 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9410%281987%29113%3A4%28285%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/20057 | |
| description abstract | A procedure is described for performing nonlinear dynamic slope stability analysis. The method combines updated Lagrangian kinematic relations with a cap‐type, strain‐hardening soil plasticity model in an explicit nonlinear dynamic finite element formulation. A detailed analysis of the progressive failure of an embankment is performed and comparisons with conventional methods for seismic slope stability analysis are presented. The results presented indicated the applicability and accuracy of the proposed method. | |
| publisher | American Society of Civil Engineers | |
| title | Nonlinear Dynamic Slope Stability Analysis | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1987)113:4(285) | |
| tree | Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 004 | |
| contenttype | Fulltext | |
