Analysis of piles in liquefying soils

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dc.contributor.authorCubrinovski, M.
dc.date.accessioned2009-01-20T01:35:02Z
dc.date.available2009-01-20T01:35:02Z
dc.date.issued2007en
dc.description.abstractTwo methods for analysis of piles in liquefying soils are discussed and comparatively examined in this paper: an advanced method for dynamic analysis based on the effective stress principle and a simplified analysis based on the pseudo-static approach. The former method aims at an accurate simulation of the complex liquefaction process and soil-pile interaction while the latter is a design-oriented approach aiming at an optimum trade-off between the accuracy and simplicity required in the preliminary assessment and design of piles. Typical models, analysis procedures and characteristic features of both methods are discussed in order to illustrate their advantages and shortcomings and hence provide guidance for their application to the evaluation of seismic performance and design of piles.en
dc.identifier.citationCubrinovski, M. (2007) Analysis of piles in liquefying soils. Tokyo, Japan: 4th International Conference on Urban Earthquake Engineering (4ICUEE), 5-6 Mar 2007. Fourth International Conference on Urban Earthquake Engineering, 801-808.en
dc.identifier.urihttp://hdl.handle.net/10092/2001
dc.language.isoen
dc.publisherUniversity of Canterbury. Civil and Natural Resources Engineering.en
dc.rights.urihttps://hdl.handle.net/10092/17651en
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineering::290805 Geotechnical engineeringen
dc.subject.marsdenFields of Research::290000 Engineering and Technology::290800 Civil Engineering::290801 Structural engineeringen
dc.titleAnalysis of piles in liquefying soilsen
dc.typeConference Contributions - Published
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