Settlement of an embankment on Leda clay

Download
  1. (PDF, 1 MB)
  2. Get@NRC: Settlement of an embankment on Leda clay (Opens in a new window)
AuthorSearch for: ; Search for:
TypeArticle
Journal titleCanadian Geotechnical Journal
ISSN0008-3674
Volume5
Issue1
Pages1727; # of pages: 11
Subjectsettlement; embankments; clay soils; soil consolidation; talus; sol argileux; consolidation en sol
AbstractBefore construction, standard consolidation tests indicated that the stresses imposed by a high embankment on a deep and relatively homogeneous deposit of Leda clay would exceed the preconsolidation stress and result in settlements of up to 18 in. Later the results of more refined sampling and testing methods showed that the preconsolidation pressure had been underestimated by 1 ton/sq ft and that the imposed stresses would in fact fall within the recompression range. Time-settlement relationships, however, were not elastic; vertical strains continued to increase long after the embankment was completed. Field measurements of settlement are compared with values computed using compression moduli determined both from consolidation and compression tests in the laboratory.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierDBR-RP-361
NRC number10082
190
NPARC number20377670
Export citationExport as RIS
Report a correctionReport a correction
Record identifierdd0e1930-7859-41c5-b9e5-b671be4e5800
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)