Shear Strength Characteristics of Two Clays from Western Canada

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DOIResolve DOI: http://doi.org/10.4224/20338138
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TypeTechnical Report
Series titleInternal Report, Division of Building Research, National Research Council Canada; Volume 345
Physical description20 p.
AbstractThe results of drained triaxial compression tests on a highly plastic clay from Manitoba and a clay shale (Bearpaw shale) from Saskatchewan are reported. The shear strength parameters are expressed in terms of effective stresses for both peak and residual strength.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedNo
IdentifierDBR-IR-345
NRC number7525
NPARC number20338138
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Record identifiere78e69dd-96a6-4769-8e57-e6d69b924e4b
Record created2012-07-19
Record modified2016-10-03
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