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Propagation of seismic waves through liquefied soils

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dc.contributor.author Taiebat, M en
dc.contributor.author Jeremic, B en
dc.contributor.author Dafalias, YF en
dc.contributor.author Kaynia, AM en
dc.contributor.author Cheng, Z en
dc.date.accessioned 2014-03-01T01:34:22Z
dc.date.available 2014-03-01T01:34:22Z
dc.date.issued 2010 en
dc.identifier.issn 0267-7261 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/20712
dc.subject Constitutive modeling en
dc.subject Earthquake en
dc.subject Liquefaction en
dc.subject Numerical analysis en
dc.subject Wave propagation en
dc.subject.classification Engineering, Geological en
dc.subject.classification Geosciences, Multidisciplinary en
dc.subject.other 3D Finite element en
dc.subject.other Constitutive modeling en
dc.subject.other Dissipation of excess pore water pressure en
dc.subject.other Earthquake response en
dc.subject.other Earthquake shaking en
dc.subject.other Fully-coupled en
dc.subject.other Liquefied soils en
dc.subject.other Numerical tools en
dc.subject.other Pore fluids en
dc.subject.other Saturated porous media en
dc.subject.other Saturated sand en
dc.subject.other Solid-fluid interactions en
dc.subject.other Verification and validation en
dc.subject.other Constitutive models en
dc.subject.other Dynamic response en
dc.subject.other Numerical analysis en
dc.subject.other Porous materials en
dc.subject.other Seismic waves en
dc.subject.other Soil liquefaction en
dc.subject.other Three dimensional en
dc.subject.other Water en
dc.subject.other Wave propagation en
dc.subject.other Earthquakes en
dc.subject.other dynamic response en
dc.subject.other earthquake engineering en
dc.subject.other finite element method en
dc.subject.other liquefaction en
dc.subject.other numerical model en
dc.subject.other porewater en
dc.subject.other porous medium en
dc.subject.other S-wave en
dc.subject.other saturated medium en
dc.subject.other seismic response en
dc.subject.other soil mechanics en
dc.subject.other wave propagation en
dc.title Propagation of seismic waves through liquefied soils en
heal.type journalArticle en
heal.identifier.primary 10.1016/j.soildyn.2009.11.003 en
heal.identifier.secondary http://dx.doi.org/10.1016/j.soildyn.2009.11.003 en
heal.language English en
heal.publicationDate 2010 en
heal.abstract To predict the earthquake response of saturated porous media it is essential to correctly simulate the generation, redistribution, and dissipation of excess pore water pressure during and after earthquake shaking. To this end, a reliable numerical tool requires a dynamic, fully coupled formulation for solid-fluid interaction and a versatile constitutive model. Presented in this paper is a 3D finite element framework that has been developed and utilized for this purpose. The framework employs fully Coupled dynamic field equations with a u-p-U formulation for Simulation of pore fluid and solid skeleton interaction and a SANISAND constitutive model for response of solid skeleton. After a detailed verification and validation of the formulation and implementation of the developed numerical tool, it is employed in the seismic response of saturated porous media. The study includes examination of the mechanism of propagation of the earthquake-induced shear waves and liquefaction phenomenon in uniform and layered profiles Of Saturated sand deposits. (C) 2009 Elsevier Ltd. All rights reserved. en
heal.publisher ELSEVIER SCI LTD en
heal.journalName Soil Dynamics and Earthquake Engineering en
dc.identifier.doi 10.1016/j.soildyn.2009.11.003 en
dc.identifier.isi ISI:000274705800007 en
dc.identifier.volume 30 en
dc.identifier.issue 4 en
dc.identifier.spage 236 en
dc.identifier.epage 257 en


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