Landslide at Orleans, Ontario

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DOIResolve DOI: http://doi.org/10.4224/20373789
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TypeTechnical Report
Series titleTechnical Paper (National Research Council Canada. Division of Building Research); no. DBR-TP-321
Physical description24 p.
Subjectlandslides; clay soils; stability; shear strength; sol argileux; stabilite; resistance au cisaillement
AbstractStudies of landslides in the Ottawa area have indicated that the clay involved in the failure was not an intact clay, but one containing a system of fissures. This paper deals with one of the cases studied, in which a 35-ft cut slope for a roadway failed five years after construction. Good agreement was achieved between the strength derived from the field study and the strength measured in the laboratory using the triaxial apparatus with low confining stresses.
Publication date
PublisherNational Research Council Canada
LanguageEnglish
AffiliationNational Research Council Canada
Peer reviewedNo
NRC numberNRCC 11856
NRC-IRC-20
NPARC number20373789
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Record identifier2ab15b82-8d93-4992-8c34-519408683011
Record created2012-07-23
Record modified2017-06-29
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