(International Water Power and Dam Construction, July 2006, pp.32–36).
Upgrade work was required at the Seymour Falls dam in Canada after it was discovered that the 45-year-old structure did not meet current seismic design standards. Part one of our two part report describes the dam and looks at how the safety problem was identified and analysed through site investigation and liquefaction assessment.
Seymour Fall dam, Seismic design, Liquefaction assessment
