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 |