SearchSkip to Search Results
- 1Mount Polley
- 1deformation analysis
- 1deformation-stress compatibility
- 1embankment performance
- 1finite element method
Three-dimensional slope stability effects in the failure at the Mount Polley Tailings Storage FacilityDownload
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...