| contributor author | Kevin W. | |
| contributor author | Franke | |
| contributor author | Kyle M. | |
| contributor author | Rollins | |
| date accessioned | 2017-05-08T21:47:43Z | |
| date available | 2017-05-08T21:47:43Z | |
| date copyright | April 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gt%2E1943-5606%2E0000765.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/62558 | |
| description abstract | The beam-on-Winkler foundation (BWF) method is a popular analysis approach for computing the lateral pile response resulting from both inertial and kinematic loading. However, there is significant uncertainty regarding how to properly represent the load-resistance (i.e., | |
| publisher | American Society of Civil Engineers | |
| title | Simplified Hybrid p-y Spring Model for Liquefied Soils | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 4 | |
| journal title | Journal of Geotechnical and Geoenvironmental Engineering | |
| identifier doi | 10.1061/(ASCE)GT.1943-5606.0000750 | |
| tree | Journal of Geotechnical and Geoenvironmental Engineering:;2013:;Volume ( 139 ):;issue: 004 | |
| contenttype | Fulltext | |
