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SEISMIC STABILITY OF IMPOUNDMENTS (2003)
In this paper a dynamic analysis procedure which captures the element data observed in cyclic tests and verified by comparison with model tests and field experience, is applied to Mochikoshi dam. Based on such analyses, implications for design of impoundment structures to resist seismic loading are examined.
Reference:
"17th Annual Symposium, VGS"
"17th Annual Symposium, VGS"
Organization:
Civil Engineering Department, University of British Columbia
Civil Engineering Department, University of British Columbia
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