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dc.contributor.authorJared Dorvinen
dc.contributor.authorNina Stark
dc.contributor.authorBruce Hatcher
dc.contributor.authorMatthew Hatcher
dc.contributor.authorVincent Leys
dc.contributor.authorAchim Kopf
dc.date.accessioned2017-12-30T13:02:38Z
dc.date.available2017-12-30T13:02:38Z
dc.date.issued2018
dc.identifier.other%28ASCE%29WW.1943-5460.0000423.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244938
dc.description.abstractTwo in situ geotechnical surveys were undertaken in Sydney Harbour, Nova Scotia, Canada, following the dredging and relocation of 4.2 million m3 of sediment from the shipping channel during the fall and winter of late 2011 and early 2012. The surveys were conducted 9 and 18 months after dredging using a portable, free-fall penetrometer. A new method for rapid assessment of the in situ state of sediment consolidation from free-fall penetrometer data was developed and applied to identify areas of sediment erosion and deposition. Results 9 months after dredging showed an initial accumulation of dredge-resuspended sediments. Eighteen months after dredging, stability, and evidence of consolidation or continued accumulation was found at more than 92% of the 39 sampled locations examined. Evidence of erosion was observed at only 3 locations. The general pattern of sediment stability observed is consistent with the historically low energy and sedimentation environment of the inner regions of Sydney Harbour.
dc.publisherAmerican Society of Civil Engineers
dc.titleIn Situ Assessment of Sediment Erosion and Consolidation State Using a Free-Fall Penetrometer: Sydney Harbour, Nova Scotia
dc.typeJournal Paper
dc.journal.volume144
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000423
dc.page04017041
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 002
dc.contenttypeFulltext


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