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1991-01-01
Case histories are used to illustrate the empirical fracture that influence the selection of the design Factor of Safety as calculated by limit equilibrium methods of stability analysis. These case histories are concerned with 1) the behaviour of a plastic clay fill placed wet of optimum moisture...
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Three-dimensional slope stability effects in the failure at the Mount Polley Tailings Storage Facility
DownloadFall 2020
On 4 August 2014, a breach occurred in the perimeter embankment at the Mount Polley Tailings Storage Facility in British Columbia, Canada, causing a spill of mining waste into the environment. The Government of British Columbia retained an Independent Review Panel (2015) to determine the cause of...