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 (National Research Council Canada. Division of Building Research); no. DBR-IR-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.
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PublisherNational Research Council Canada
LanguageEnglish
AffiliationNational Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-7525
NPARC number20338138
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Record identifiere78e69dd-96a6-4769-8e57-e6d69b924e4b
Record created2012-07-19
Record modified2017-06-29
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