Cohesion in an undisturbed sensitive clay

  1. (PDF, 1 MB)
  2. Get@NRC: Cohesion in an undisturbed sensitive clay (Opens in a new window)
AuthorSearch for:
Journal titleGéotechnique
Pages132146; # of pages: 15
Subjectsensitive clay; cohesive soils; shear strength; compression tests
AbstractThe true cohesion of an undisturbed, sensitive clay was measured by compression testing of laboratory specimens at very low effective stresses. On the basis of modern ideas, the measured cohesion may be visualized as a frictional resistance mobilized by the arrangement of, and the intrinsic stresses between, individual soil particles. This concept, supported by observed fracture patterns in the laboratory and in the field, is considered to lead to a better fundamental understanding of the strength of undisturbed clay. Extrapolation of strength theories developed for remoulded clays to the assessment of undisturbed, sensitive clays is refuted.
Publication date
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
NRC number7420
NPARC number20377512
Export citationExport as RIS
Report a correctionReport a correction
Record identifier9d3984d2-a1e0-486b-8dc7-045b41060495
Record created2012-07-24
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)