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Bearing capacity calculations for piles in permafrost

From National Research Council Canada

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AuthorSearch for: 1
Affiliation
  1. National Research Council of Canada. NRC Institute for Research in Construction
SponsorSearch for: American Society of Civil Engineers. Technical Council on Cold Regions Engineering
FormatText, Article
Conference4th International Conference on Cold Regions Engineering, February 24, 1986, Anchorage, Alaska, USA
Subjectpermafrost; soils; pile foundations; bearing capacity; sol; fondations sur pieux; small-scale model testing; rates of displacement; load; maximum allowable stress calculations; pile-soil interface
Abstract
Small-scale model piles frozen in various soils were tested at constant rates of displacement and constant load. The derived values were used to calculate the maximum allowable stress at the pile-soil interface.
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  • Proceedings of the 4th International Conference on Cold Regions Engineering: 751–759.
LanguageEnglish
Peer reviewedYes
IdentifierIRC-P-1363
NRC numberNRCC 25847
NRC-IRC-348
NPARC number20375690
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Record identifierda8a8773-2eab-41fd-979a-862c71c695b5
Record created2012-07-23
Record modified2020-06-06
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