3-D wave propagation in fluid-filled irregular boreholes in elastic formations

Detalhes bibliográficos
Autor(a) principal: Tadeu, António J. B.
Data de Publicação: 2001
Outros Autores: Santos, Paulo F. A.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10316/4032
https://doi.org/10.1016/S0267-7261(01)00016-1
Resumo: Different seismic testing techniques rely on the propagation of acoustic waves in fluid-filled boreholes from sources placed within the borehole and in the solid media. The interpretation of the signals recorded relies on understanding how waves propagate in the borehole and its immediate vicinity. It is known that very complex wave patterns can arise, depending on the distance between the source and the receiver, and their placement and orientation relative to the axis of a circular borehole. The problem becomes more complex if the cross-section is not circular, conditions for which analytical solutions are not known. In this work, the Boundary Element Method (BEM) is used to evaluate the three-dimensional wave field elicited by monopole sources in the vicinity of a fluid-filled borehole. This model is used to assess the effects of the receiver position on the propagation of both axisymmetric and non-axisymmetric wave modes when different borehole cross-sections are used. Both frequency vs. axial-wave number responses and time-domain responses are calculated.
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spelling 3-D wave propagation in fluid-filled irregular boreholes in elastic formationsWave propagationFluid-filled boreholeBoundary element methodTwo-and-a-half-dimensional problemDispersion of wavesSynthetic waveformsDifferent seismic testing techniques rely on the propagation of acoustic waves in fluid-filled boreholes from sources placed within the borehole and in the solid media. The interpretation of the signals recorded relies on understanding how waves propagate in the borehole and its immediate vicinity. It is known that very complex wave patterns can arise, depending on the distance between the source and the receiver, and their placement and orientation relative to the axis of a circular borehole. The problem becomes more complex if the cross-section is not circular, conditions for which analytical solutions are not known. In this work, the Boundary Element Method (BEM) is used to evaluate the three-dimensional wave field elicited by monopole sources in the vicinity of a fluid-filled borehole. This model is used to assess the effects of the receiver position on the propagation of both axisymmetric and non-axisymmetric wave modes when different borehole cross-sections are used. Both frequency vs. axial-wave number responses and time-domain responses are calculated.http://www.sciencedirect.com/science/article/B6V4Y-43439WJ-3/1/ad2294f2c7bbe37aedf40218044930fe2001info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleaplication/PDFhttp://hdl.handle.net/10316/4032http://hdl.handle.net/10316/4032https://doi.org/10.1016/S0267-7261(01)00016-1engSoil Dynamics and Earthquake Engineering. 21:6 (2001) 499-517Tadeu, António J. B.Santos, Paulo F. A.info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2020-11-06T16:59:47Zoai:estudogeral.uc.pt:10316/4032Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T20:57:11.923323Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
title 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
spellingShingle 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
Tadeu, António J. B.
Wave propagation
Fluid-filled borehole
Boundary element method
Two-and-a-half-dimensional problem
Dispersion of waves
Synthetic waveforms
title_short 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
title_full 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
title_fullStr 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
title_full_unstemmed 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
title_sort 3-D wave propagation in fluid-filled irregular boreholes in elastic formations
author Tadeu, António J. B.
author_facet Tadeu, António J. B.
Santos, Paulo F. A.
author_role author
author2 Santos, Paulo F. A.
author2_role author
dc.contributor.author.fl_str_mv Tadeu, António J. B.
Santos, Paulo F. A.
dc.subject.por.fl_str_mv Wave propagation
Fluid-filled borehole
Boundary element method
Two-and-a-half-dimensional problem
Dispersion of waves
Synthetic waveforms
topic Wave propagation
Fluid-filled borehole
Boundary element method
Two-and-a-half-dimensional problem
Dispersion of waves
Synthetic waveforms
description Different seismic testing techniques rely on the propagation of acoustic waves in fluid-filled boreholes from sources placed within the borehole and in the solid media. The interpretation of the signals recorded relies on understanding how waves propagate in the borehole and its immediate vicinity. It is known that very complex wave patterns can arise, depending on the distance between the source and the receiver, and their placement and orientation relative to the axis of a circular borehole. The problem becomes more complex if the cross-section is not circular, conditions for which analytical solutions are not known. In this work, the Boundary Element Method (BEM) is used to evaluate the three-dimensional wave field elicited by monopole sources in the vicinity of a fluid-filled borehole. This model is used to assess the effects of the receiver position on the propagation of both axisymmetric and non-axisymmetric wave modes when different borehole cross-sections are used. Both frequency vs. axial-wave number responses and time-domain responses are calculated.
publishDate 2001
dc.date.none.fl_str_mv 2001
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
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status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10316/4032
http://hdl.handle.net/10316/4032
https://doi.org/10.1016/S0267-7261(01)00016-1
url http://hdl.handle.net/10316/4032
https://doi.org/10.1016/S0267-7261(01)00016-1
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Soil Dynamics and Earthquake Engineering. 21:6 (2001) 499-517
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eu_rights_str_mv openAccess
dc.format.none.fl_str_mv aplication/PDF
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