Adfreeze strength of model piles in ice

  1. (PDF, 1 MB)
  2. Get@NRC: Adfreeze strength of model piles in ice (Opens in a new window)
AuthorSearch for:
Journal titleCanadian Geotechnical Journal
Pages816; # of pages: 9
Subjectpiles; ice; freezing; displacement (movement); glace (gel); congelation (physique); translation
AbstractThe adfreeze bond strengths of wood, concrete, and steel H- section piles embedded in freshwater ice have been measured under constant rates of displacement for displacement rates varying between 10[-4] and 10[-1] mm/min (loading rates between 10[-3] and 10kN/min). Wood piles showed the highest adfreeze strength (0.6 and 1.8 MPa); that for concrete piles was independent of rate of displacement (average value 0.8 MPa); that for steel H-sections varied between 0.2 and 0.6 MPa. These results were used in estimating the contribution of ice adhesion to the total adfreeze strength of various piles in frozen sand.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number18893
NPARC number20373977
Export citationExport as RIS
Report a correctionReport a correction
Record identifier058a0f1f-1040-477b-ad1e-717472daebf2
Record created2012-07-23
Record modified2016-05-09
Bookmark and share
  • Share this page with Facebook (Opens in a new window)
  • Share this page with Twitter (Opens in a new window)
  • Share this page with Google+ (Opens in a new window)
  • Share this page with Delicious (Opens in a new window)
Date modified: