Laterally loaded piles in permafrost

A theory for the design of laterally loaded piles in permafrost is presented. The approach is valid for icy soils or ice, where secondary creep displacements will be responsible for the majority of the soil strain under sustained load. Initially, the paper studies in some detail the response of a sh...

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Bibliographic Details
Published in:Canadian Geotechnical Journal
Main Author: Nixon, J. F. (Derick)
Format: Article in Journal/Newspaper
Language:English
Published: Canadian Science Publishing 1984
Subjects:
Ice
Online Access:http://dx.doi.org/10.1139/t84-047
http://www.nrcresearchpress.com/doi/pdf/10.1139/t84-047