| contributor author | Wei Dong | |
| contributor author | Guo | |
| date accessioned | 2017-05-08T21:45:32Z | |
| date available | 2017-05-08T21:45:32Z | |
| date copyright | June 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29gm%2E1943-5622%2E0000214.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/61602 | |
| description abstract | This paper proposes an equivalent load transfer approach for simulating the response of passive piles owing to soil movement. The approach is elaborated for two commonly seen (normal and deep) sliding modes. In terms of compatibility conditions across sliding and stable layers, new coupled elastic (sliding layer)-elastic (stable layer) (E-E) solutions, and plastic (sliding layer)– elastic-plastic (stable layer) (P-EP) solutions are developed. The solutions are implemented into a program called | |
| publisher | American Society of Civil Engineers | |
| title | Pu-Based Solutions for Slope Stabilizing Piles | |
| type | Journal Paper | |
| journal volume | 13 | |
| journal issue | 3 | |
| journal title | International Journal of Geomechanics | |
| identifier doi | 10.1061/(ASCE)GM.1943-5622.0000201 | |
| tree | International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 003 | |
| contenttype | Fulltext | |
