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dc.date.accessioned 2014-04-08T19:09:34Z
dc.date.available 2014-04-08T19:09:34Z
dc.date.issued 2013-12
dc.identifier.uri http://sedici.unlp.edu.ar/handle/10915/34508
dc.description.abstract This paper presents a collection of finite element procedures to model seismic wave propagation at the macroscale taking into account the effects caused by heterogeneities occuring at the mesoscale. For this purpose we first apply a set of compressibility and shear experiments to representative samples of the heterogeneous fluid saturated material. In turn these experiments yield the effective coefficients of an anisotropic macroscopic medium employed for numerical simulations at the macroscale. Numerical experiments illustrate the implementation of the proposed methodology to model wave propagation at the macroscale in a patchy brine-CO2 saturated porous medium containing a dense set of parallel fractures. en
dc.format.extent 137-142 es
dc.language en es
dc.subject poroelasticity en
dc.subject anisotropy en
dc.subject fractures en
dc.subject finite elements en
dc.subject numerical upscaling en
dc.title Numerical simulation in Applied Geophysics en
dc.type Articulo es
sedici.identifier.uri http://journal.info.unlp.edu.ar/wp-content/uploads/JCST-Dec13-5.pdf es
sedici.identifier.issn 1666-6038 es
sedici.title.subtitle From the mesoscale to the macroscale en
sedici.creator.person Santos, Juan Enrique es
sedici.creator.person Gauzellino, Patricia Mercedes es
sedici.creator.person Savioli, Gabriela B. es
sedici.creator.person Martínez Corredor, Robiel es
sedici.subject.materias Ciencias Informáticas es
sedici.description.fulltext true es
mods.originInfo.place Facultad de Informática es
sedici.subtype Articulo es
sedici.rights.license Creative Commons Attribution-NonCommercial 3.0 Unported (CC BY-NC 3.0)
sedici.rights.uri http://creativecommons.org/licenses/by-nc/3.0/
sedici.description.peerReview peer-review es
sedici.relation.journalTitle Journal of Computer Science & Technology es
sedici.relation.journalVolumeAndIssue vol. 13, no. 3 es


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Creative Commons Attribution-NonCommercial 3.0 Unported (CC BY-NC 3.0) Excepto donde se diga explícitamente, este item se publica bajo la siguiente licencia Creative Commons Attribution-NonCommercial 3.0 Unported (CC BY-NC 3.0)