Seismic cross-hole tomography in modeling ISC'2 experimental site

Detalhes bibliográficos
Autor(a) principal: J. M. Carvalho
Data de Publicação: 2008
Outros Autores: A. Viana da Fonseca, F. Almeida
Tipo de documento: Livro
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: https://hdl.handle.net/10216/65882
Resumo: The extensive in-situ investigation and characterization of ISC2 experimental site, located on the campus of the Faculty of Engineering of the University of Porto (FEUP), comprised a geological reconnaissance of the area as well as the application of several geophysical and geotechnical surface and borehole methods, namely seismic P- and S-wave seismic refraction, conventional and tomographic cross-hole, high resolution SH-wave shallow reflection, geoelectrical resistivity imaging, penetration tests and pressure-dilatometer tests. In parallel, a laboratory testing program was carried out on undisturbed samples, including triaxial tests with bender elements and resonant column tests. Broadly, the site is geologically formed by an upper layer of soil with varying thickness, overlaying rather weathered granite (saprolite) contacting an older gneissic migmatite having dominant sub-vertical foliation, with the piezometric water level at a depth about 10m during the surveying period. Direct and indirect results from some of the referred geophysical surveys, namely those obtained from seismic refraction and reflection, conventional cross-hole, down-hole, geoelectrical imaging and ground penetrating radar, as well as from the geotechnical in-situ and laboratory tests, have been previously presented, compared and discussed. Following a brief summary of some relevant contextualizing issues, the present report presents and discusses results obtained from the conducted seismic cross-hole tomography survey as well as their integration in the previously obtained tentative ISC2 experimental soil profile interpretation model.
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spelling Seismic cross-hole tomography in modeling ISC'2 experimental siteCiências Tecnológicas, Outras ciências da engenharia e tecnologiasTechnological sciences, Other engineering and technologiesThe extensive in-situ investigation and characterization of ISC2 experimental site, located on the campus of the Faculty of Engineering of the University of Porto (FEUP), comprised a geological reconnaissance of the area as well as the application of several geophysical and geotechnical surface and borehole methods, namely seismic P- and S-wave seismic refraction, conventional and tomographic cross-hole, high resolution SH-wave shallow reflection, geoelectrical resistivity imaging, penetration tests and pressure-dilatometer tests. In parallel, a laboratory testing program was carried out on undisturbed samples, including triaxial tests with bender elements and resonant column tests. Broadly, the site is geologically formed by an upper layer of soil with varying thickness, overlaying rather weathered granite (saprolite) contacting an older gneissic migmatite having dominant sub-vertical foliation, with the piezometric water level at a depth about 10m during the surveying period. Direct and indirect results from some of the referred geophysical surveys, namely those obtained from seismic refraction and reflection, conventional cross-hole, down-hole, geoelectrical imaging and ground penetrating radar, as well as from the geotechnical in-situ and laboratory tests, have been previously presented, compared and discussed. Following a brief summary of some relevant contextualizing issues, the present report presents and discusses results obtained from the conducted seismic cross-hole tomography survey as well as their integration in the previously obtained tentative ISC2 experimental soil profile interpretation model.20082008-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bookapplication/pdfhttps://hdl.handle.net/10216/65882engJ. M. CarvalhoA. Viana da FonsecaF. Almeidainfo: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:RCAAP2023-11-29T14:36:40Zoai:repositorio-aberto.up.pt:10216/65882Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-20T00:05:07.841891Repositório 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 Seismic cross-hole tomography in modeling ISC'2 experimental site
title Seismic cross-hole tomography in modeling ISC'2 experimental site
spellingShingle Seismic cross-hole tomography in modeling ISC'2 experimental site
J. M. Carvalho
Ciências Tecnológicas, Outras ciências da engenharia e tecnologias
Technological sciences, Other engineering and technologies
title_short Seismic cross-hole tomography in modeling ISC'2 experimental site
title_full Seismic cross-hole tomography in modeling ISC'2 experimental site
title_fullStr Seismic cross-hole tomography in modeling ISC'2 experimental site
title_full_unstemmed Seismic cross-hole tomography in modeling ISC'2 experimental site
title_sort Seismic cross-hole tomography in modeling ISC'2 experimental site
author J. M. Carvalho
author_facet J. M. Carvalho
A. Viana da Fonseca
F. Almeida
author_role author
author2 A. Viana da Fonseca
F. Almeida
author2_role author
author
dc.contributor.author.fl_str_mv J. M. Carvalho
A. Viana da Fonseca
F. Almeida
dc.subject.por.fl_str_mv Ciências Tecnológicas, Outras ciências da engenharia e tecnologias
Technological sciences, Other engineering and technologies
topic Ciências Tecnológicas, Outras ciências da engenharia e tecnologias
Technological sciences, Other engineering and technologies
description The extensive in-situ investigation and characterization of ISC2 experimental site, located on the campus of the Faculty of Engineering of the University of Porto (FEUP), comprised a geological reconnaissance of the area as well as the application of several geophysical and geotechnical surface and borehole methods, namely seismic P- and S-wave seismic refraction, conventional and tomographic cross-hole, high resolution SH-wave shallow reflection, geoelectrical resistivity imaging, penetration tests and pressure-dilatometer tests. In parallel, a laboratory testing program was carried out on undisturbed samples, including triaxial tests with bender elements and resonant column tests. Broadly, the site is geologically formed by an upper layer of soil with varying thickness, overlaying rather weathered granite (saprolite) contacting an older gneissic migmatite having dominant sub-vertical foliation, with the piezometric water level at a depth about 10m during the surveying period. Direct and indirect results from some of the referred geophysical surveys, namely those obtained from seismic refraction and reflection, conventional cross-hole, down-hole, geoelectrical imaging and ground penetrating radar, as well as from the geotechnical in-situ and laboratory tests, have been previously presented, compared and discussed. Following a brief summary of some relevant contextualizing issues, the present report presents and discusses results obtained from the conducted seismic cross-hole tomography survey as well as their integration in the previously obtained tentative ISC2 experimental soil profile interpretation model.
publishDate 2008
dc.date.none.fl_str_mv 2008
2008-01-01T00:00:00Z
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