3-D wave propagation in fluid-filled irregular boreholes in elastic formations
Autor(a) principal: | |
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Data de Publicação: | 2001 |
Outros Autores: | |
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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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 |
format |
article |
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 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
aplication/PDF |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
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1799133860137533440 |