Liquefaction Assessment of a Loose Silty Sand Site in the 2008 Mw 6.3 Ölfus Earthquake

dc.contributorHáskóli Íslandsen_US
dc.contributorUniversity of Icelanden_US
dc.contributor.authorFattahi, Seyed Javad
dc.contributor.authorOlafsdottir, Elin Asta
dc.contributor.authorErlingsson, Sigurdur
dc.contributor.authorBessason, Bjarni
dc.contributor.authorRupakhety, Rajesh
dc.contributor.departmentUmhverfis- og byggingarverkfræðideild (HÍ)en_US
dc.contributor.departmentFaculty of Civil and Environmental Engineering (UI)en_US
dc.contributor.schoolVerkfræði- og náttúruvísindasvið (HÍ)en_US
dc.contributor.schoolSchool of Engineering and Natural Sciences (UI)en_US
dc.date.accessioned2023-01-09T12:27:54Z
dc.date.available2023-01-09T12:27:54Z
dc.date.issued2022-09-04
dc.description.abstractSeismicity in Iceland is related to the Mid-Atlantic plate boundary and primarily consolidated in two complex fracture zones. Liquefaction was observed after the Mw 6.3 Ölfus earthquake in 2008 at the site Arnarbaeli. The site consists of a thick silty sand stratum on the banks of the estuary of the river Ölfusa, and it is located less than 10 km from the earthquake epicentre. Based on nearby time history registrations, the estimated acceleration at the site was 0.6 - 0.7g. Using a simplified method, the safety factor against liquefaction based on the equivalent linear (EL) approach has been estimated. The analysis is built on in-situ field test data (i.e., MASW, and SPT). The analysis reveals the liquefaction depth, 4.4 m. It is shown that not only the current procedure is capable of predicting the occurrence of liquefaction, but also the safety factor which is in good agreement with the observed surface evidence of liquefaction at the site.en_US
dc.description.sponsorshipThis work was supported by the Icelandic Research Fund (Rannis), Grants number: 206793-052 and 218149-051.en_US
dc.description.versionPeer Revieweden_US
dc.format.extent108 - 117en_US
dc.identifier.urihttps://hdl.handle.net/20.500.11815/3826
dc.language.isoenen_US
dc.publisherConspressen_US
dc.relation.ispartofseriesEuropean Conference on Earthquake Engineering & Seismology;2022(3)
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectLiquefaction hazarden_US
dc.subjectSeismic Zonesen_US
dc.subjectEquivalent-linear site response analysisen_US
dc.subjectJarðskjálftaverkfræðien_US
dc.titleLiquefaction Assessment of a Loose Silty Sand Site in the 2008 Mw 6.3 Ölfus Earthquakeen_US
dc.typeinfo:eu-repo/semantics/conferenceObjecten_US

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