Direct Simple Shear Tests on Leda Clay

  1. (PDF, 1 MB)
DOIResolve DOI:
AuthorSearch for:
TypeTechnical Report
Series titleInternal Report, Division of Building Research, National Research Council Canada; Volume 363
Physical description23 p.
AbstractThe direct simple shear device was developed over a period of 5 or 6 years at the Norwegian Geotechnical Institute. The model used in these tests is described fully in a paper by Bjerrum and Landva in Geotechnique, March 1966. Its construction was inspired by a large field shear box, the results from which agreed much more closely with field performance than the values obtained from triaxial tests. The apparatus works extremely well on soft Norwegian quick clays but a problem of sliding at bearing surfaces arose in an attempt to use it on a sample of stiff Leda clay from Hiawatha Park near Ottawa.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC number7986
NPARC number20338301
Export citationExport as RIS
Report a correctionReport a correction
Record identifier000ef9bc-2dc3-48bb-b5e6-267e25f6e131
Record created2012-07-19
Record modified2016-10-03
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)