Seismic effective stress analysis: modelling and application

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dc.contributor.authorCubrinovski, M.
dc.date.accessioned2011-07-11T20:10:23Z
dc.date.available2011-07-11T20:10:23Z
dc.date.issued2011en
dc.description.abstractThe advanced numerical analysis of liquefaction problems is discussed in this paper. The ability of such analysis to accurately simulate behaviour during earthquakes depends on the ability of the constitutive model to represent real soil behaviour. Key requirements for constitutive models targeting liquefaction problems are discussed, and the use of the state concept approach for modelling cyclic behaviour of soils is described. Seismic analysis of two case studies and physical model tests are used to illustrate the application of the seismic effective stress analysis and to demonstrate both its enormous potential and areas where further improvements are needed.en
dc.identifier.citationCubrinovski M. (2011) Seismic effective stress analysis: modelling and application. Santiago, Chile: 5th International Conference on Earthquake Geotechnical Engineering, 10-13 Jan 2011.en
dc.identifier.urihttp://hdl.handle.net/10092/5295
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil and Natural Resources Engineeringen
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subjectliquefactionen
dc.subjectconstitutive modellingen
dc.subjectseismic analysisen
dc.subjectsite responseen
dc.subjectleveesen
dc.subjectpile foundationsen
dc.subject.anzsrcFields of Research::40 - Engineering::4005 - Civil engineering::400506 - Earthquake engineeringen
dc.titleSeismic effective stress analysis: modelling and applicationen
dc.typeConference Contributions - Published
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