Bearing capacity calculations for piles in permafrost

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ConferenceProc. 4th Int. Conf. Cold Regions Engineering: 24 February 1986, Anchorage, Alaska
Pages751759; # of pages: 9
SubjectPermafrost; Soils; pile foundations; bearing capacity; small-scale model testing; rates of displacement; load; maximum allowable stress calculations; pile-soil interface
AbstractSmall-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.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number25847
NPARC number20375690
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Record identifierda8a8773-2eab-41fd-979a-862c71c695b5
Record created2012-07-23
Record modified2016-05-09
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