Landslides at Breckenridge, Pineview Golf Club, and Rockcliffe

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TypeTechnical Report
Series titleInternal Report (National Research Council Canada. Division of Building Research); no. DBR-IR-372
Physical description36 p.
AbstractDuring the past year a reappraisal of the mechanical strength of Leda clay under low effective confining stresses has resulted in a new appreciation for the mechanisms leading to slope instabilities. Small microfissures existing within the apparently intact clay give ris, under low stresses, to dilatant behaviour and predominantly 'frictional' shearing rseistance as the material shears into small nodules or blocks.
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PublisherNational Research Council Canada
AffiliationNational Research Council Canada
Peer reviewedNo
NRC numberNRC-IRC-7995
NPARC number20338133
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Record identifier24540149-6b3b-4249-b2c7-a920e8b826fc
Record created2012-07-19
Record modified2017-06-29
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