Triaxial testing of frozen sand

  1. (PDF, 1 MB)
  2. Get@NRC: Triaxial testing of frozen sand (Opens in a new window)
AuthorSearch for: ; Search for:
Journal titleJournal of Glaciology
Pages147155; # of pages: 9
SubjectPermafrost; Soils; frozen soils; sand; triaxial tests; mechanical properties
AbstractTriaxial testing of frozen saturated Ottawa sand under confined compression was carried out under hydrostatic pressures varying between 0.1 and 75 MPa at a temperature of -10 degrees C and strain-rate 7.7 X 10[-5] s[-1]. Yield and failure stresses increased with increasing hydrostatic pressures up to about 40 MPa, beyond which the stresses dropped. The results are analysed according to the Mohr- Coulomb failure criterion and compared with past results in the literature.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
NRC number18894
NPARC number20331373
Export citationExport as RIS
Report a correctionReport a correction
Record identifier620e6b47-4783-4105-bb84-77e1a3581588
Record created2012-07-18
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)