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dc.contributor.authorGrajales, FJ
dc.contributor.authorBeemer, RD
dc.contributor.authorMurali, M
dc.contributor.authorAubeny, CP
dc.contributor.authorBiscontin, Giovanna
dc.date.accessioned2019-01-18T00:32:23Z
dc.date.available2019-01-18T00:32:23Z
dc.identifier.urihttps://www.repository.cam.ac.uk/handle/1810/288212
dc.description.abstractGeotechnical centrifuge tests were conducted to examine monotonic behavior of low aspect ratio piles in soft clays. Monopiles with aspect ratio of two were tested in the 150g-ton centrifuge at Rensselaer Polytechnic Institute. Initial pile test results include force-displacement for displacement controlled loading. This paper focuses on ultimate capacity of short aspect ratio monopiles after cyclic loading. Post-cyclic monotonic capacity is compared to virgin monotonic capacity for pure rotational loading over a range of eccentricities.
dc.description.sponsorshipUS National Science Foundation, Award Number: 1041604
dc.titleResponse of short monopiles for offshore wind turbine foundations: virgin and post-cyclic capacity
dc.typeConference Object
dc.identifier.doi10.17863/CAM.35528
dcterms.dateAccepted2015-07-06
rioxxterms.versionofrecord10.17863/CAM.35528
rioxxterms.versionAM
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserved
rioxxterms.licenseref.startdate2015-07-06
dc.contributor.orcidBiscontin, Giovanna [0000-0002-4662-5650]
rioxxterms.typeConference Paper/Proceeding/Abstract
pubs.conference-name68th Canadian Geotechnical Conference (GeoQuebec)
pubs.conference-start-date2015-09-23
cam.orpheus.counter58
pubs.conference-finish-date2015-09-25
rioxxterms.freetoread.startdate2022-01-17


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