Show simple item record

dc.contributor.authorGiovanni Spagnoli
dc.contributor.authorChiara Bosco
dc.contributor.authorPierpaolo Oreste
dc.date.accessioned2017-12-16T09:15:10Z
dc.date.available2017-12-16T09:15:10Z
dc.date.issued2017
dc.identifier.other%28ASCE%29WW.1943-5460.0000365.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240519
dc.description.abstractDriven piles are the main foundation system for offshore oil and gas facilities. They are installed through the jacket legs or at the bottom of the structure. Driven piles can, however, experience premature refusal. In this case, drilling solutions may be needed, such as drilling to remove the plug ahead and below the pile toe. Because time is important during offshore operations, offshore bored piles are rarely used. Unlike pile drivability analysis, which is based on wave analysis and hence reliable, there is no established pile-drillability assessment. This paper extends the findings of previous research in which the specific excavation energy (SEE) was estimated in subsoils from Turin, Italy, at a small scale. Two subsoil classes were considered and compared in this study. The SEE was linked to different friction-angle and cohesion values, and using the Nishimatsu and Evans cutting models, preliminary theoretical net drilling penetrations were estimated. The results should be considered as theoretical values.
dc.publisherAmerican Society of Civil Engineers
dc.titleTheoretical Estimation of the Drilling Rates Comparing the Evans and Nishimatsu Models in Relation to the Offshore Piles
dc.typeJournal Paper
dc.journal.volume143
dc.journal.issue2
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000365
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2017:;Volume ( 143 ):;issue: 002
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record