| Key issues in the analysis of piles in liquefying soils | |
Abstract/OtherAbstract
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Paper presented in workshop, not a paper in proceedings, Two methods for analysis of piles in liquefying soils are discussed 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 that uses conventional engineering parameters and modelling for estimation of the maximum pile response. This paper discusses some key issues in the implementation of these analysis methods with reference to the assumptions used in modelling the soil-pile interaction in liquefying soils. |
Authors
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Cubrinovski, M. |
Contributors
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Publication Detail
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Publisher : University of Canterbury. Civil and Natural Resources Engineering. Type : Conference Contribution - Full Conference paper Format : - |
Date Detail
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2009-01-26, 2009-01-26, 2007 |
Subject
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Effective stress analysis, lateral spreading, liquefaction, pile, pseudo-static analysis, Fields of Research::290000 Engineering and Technology::290800 Civil Engineering::290899 Civil engineering not elsewhere classified |
Coverage
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Relation
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Source
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- |
Copyright Information
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http://library.canterbury.ac.nz/ir/rights.shtml |
Other Details
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Languages : en |
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