Laterally Loaded Pile Study in Permafrost of Northern Québec, Canada

dc.contributor.author	A. Foriero
dc.contributor.author	N. St-Laurent
dc.contributor.author	B. Ladanyi
dc.date.accessioned	2017-05-08T21:14:08Z
dc.date.available	2017-05-08T21:14:08Z
dc.date.copyright	September 2005
dc.date.issued	2005
dc.identifier.other	%28asce%290887-381x%282005%2919%3A3%2861%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/43769
dc.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.
dc.publisher	American Society of Civil Engineers
dc.title	Laterally Loaded Pile Study in Permafrost of Northern Québec, Canada
dc.type	Journal Paper
dc.journal.volume	19
dc.journal.issue	3
dc.journal.title	Journal of Cold Regions Engineering
dc.identifier.doi	10.1061/(ASCE)0887-381X(2005)19:3(61)
dc.tree	Journal of Cold Regions Engineering:;2005:;Volume ( 019 ):;issue: 003
dc.contenttype	Fulltext