Geotechnical Requirements for a Caisson Structure on 80m of Alluvial Soils and Sediments, Vancouver Deltaport

by Ronald G. Doyle, (A.M.ASCE),
Douglas M. Wallis,
David E. K. Boyd,

Document Type: Proceeding Paper

Part of: Ports '95

Subject Headings: Geotechnical engineering | Caissons | Alluvial channels | Sediment | Soil liquefaction | Ports and harbors | Marine terminals | Vancouver | British Columbia | Canada

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