Effect of end conditions on the uniaxial compressive strength of frozen sand

  1. (PDF, 884 KB)
AuthorSearch for:
ConferenceProceedings 3rd International Conference on Permafrost: 10 July 1978, Edmonton, Alberta, Canada
Pages608614; # of pages: 7
SubjectPermafrost; Soils; compressive strength; frozen soils; uniaxial compression; sand; fine ottawa sand (astm - c-109); constant strain rate; instron universal testing machine; compliant platen; Sol; resistance a la compression; sol gele; compression uniaxiale; sable
AbstractFour different platen configurations were used to determine the influence of some end conditions on the laboratory- determined uniaxial compressive strength of frozen sand. Cylindrical specimens of fine Ottawa sand (ASTM designation C-109), compacted at the optimum moisture content and saturated before unidirectional freezing, were tested at temperatures varying between -5 and -6 degrees C. Each specimen was subjected to a constant strain rate of 0.7 x 10[-3] min[-1] using an Instron, universal testing machine ( model 1127). A compliant platen designed to reduce friction between platen and specimen, to distribute the load uniformly, and to minimize stress gradients produced by eccentric loading, was found to be most desirable in determining the uniaxial compressive strength of the frozen sand specimens.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number17088
NPARC number20375888
Export citationExport as RIS
Report a correctionReport a correction
Record identifier9d04e70e-eb7f-496c-8f80-88b7500a4319
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: