| contributor author | A. Foriero | |
| contributor author | N. St-Laurent | |
| contributor author | B. Ladanyi | |
| date accessioned | 2017-05-08T21:14:08Z | |
| date available | 2017-05-08T21:14:08Z | |
| date copyright | September 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290887-381x%282005%2919%3A3%2861%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/43769 | |
| description abstract | This paper describes a study undertaken at Umiujaq, in northern Québec, on laterally loaded piles in permafrost subject to a constant displacement rate. Test results of bending moments, shear load, soil reaction, and pile displacements demonstrate the complex nature of creep of frozen soils. FEM simulations show a good concurrence with field test results and confirm a clear distinction between stationary and nonstationary creep. | |
| publisher | American Society of Civil Engineers | |
| title | Laterally Loaded Pile Study in Permafrost of Northern Québec, Canada | |
| type | Journal Paper | |
| journal volume | 19 | |
| journal issue | 3 | |
| journal title | Journal of Cold Regions Engineering | |
| identifier doi | 10.1061/(ASCE)0887-381X(2005)19:3(61) | |
| tree | Journal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 003 | |
| contenttype | Fulltext | |
