Initial slides in leda clay

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TypeArticle
ConferenceInternational Symposium on Landslides: 1980, New Delhi, India
Volume1
Pages331336; # of pages: 6
Subjectclay soils; landslides; properties of soils; stresses; ottawa river bank slope; long term measurement of pore pressure distribution; stress path tests; glissement de terrain; caracteristique du sol; contrainte (mecanique)
AbstractInitial slides are slopes that fail under the long-term condition. Field and laboratory experiments to study the long-term behaviour of a natural slope were conducted on a bank of the Ottawa River, Ontario, Canada. The slope was instrumented with electric piezometers and continuous readings were made over a period of three years to give the long-term pore pressure distribution beneath the slope. Soil samples were subjected to various controlled stress path tests in the laboratory and field and laboratory information was used in analyzing a nearby slope failure by means of a method that accounts for progressive failure. It was later extended to other case records. As a result, a new interpretation was obtained of initial slides in Leda clay in the Ottawa region.
Publication date
LanguageEnglish
AffiliationNRC Institute for Research in Construction; National Research Council Canada
Peer reviewedYes
IdentifierDBR-P-1103
NRC number22412
109
NPARC number20378511
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Record identifier26064831-51ee-43c4-960a-25ca47e3cdbf
Record created2012-07-24
Record modified2016-05-09
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