Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil

Detalhes bibliográficos
Autor(a) principal: De La Corte Bacci, Denise [UNESP]
Data de Publicação: 2002
Outros Autores: Landim, Paulo Milton Barbosa [UNESP]
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://hdl.handle.net/11449/231702
Resumo: Statistical methods of multiple regression analysis, trend surface analysis and principal components analysis were applied to seismographic data recorded during production blasting at a diabase quarry in the urban area of Campinas (SP), Brazil. The purpose of these analyses was to determine the influence of the following variables: distance (D), charge weight per delay (W), and scaled distance (SD) associated with properties of the rock body (orientation, frequency and angle of geological discontinuities; depth of bedrock and thickness of the soil overburden) in the variation of the peak particle velocity (PPV). This approach yielded variables with larger influences (loads) on the variation of ground vibration, as ell as behavior and space tendency of this variation. The results showed a better relationship between PPV and D, with D being the most important factor in the attenuation of the ground vibrations. The geological joints and the depth to bedrock have a larger influence than the explosive charges in the variation of the vibration levels, but frequencies appear to be more influenced by the amount of soil overburden.
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spelling Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - BrazilStatistical methods of multiple regression analysis, trend surface analysis and principal components analysis were applied to seismographic data recorded during production blasting at a diabase quarry in the urban area of Campinas (SP), Brazil. The purpose of these analyses was to determine the influence of the following variables: distance (D), charge weight per delay (W), and scaled distance (SD) associated with properties of the rock body (orientation, frequency and angle of geological discontinuities; depth of bedrock and thickness of the soil overburden) in the variation of the peak particle velocity (PPV). This approach yielded variables with larger influences (loads) on the variation of ground vibration, as ell as behavior and space tendency of this variation. The results showed a better relationship between PPV and D, with D being the most important factor in the attenuation of the ground vibrations. The geological joints and the depth to bedrock have a larger influence than the explosive charges in the variation of the vibration levels, but frequencies appear to be more influenced by the amount of soil overburden.Universidade Estadual Paulista, Rio Claro (SP)Universidade Estadual Paulista, Rio Claro (SP)Universidade Estadual Paulista (UNESP)De La Corte Bacci, Denise [UNESP]Landim, Paulo Milton Barbosa [UNESP]2022-04-29T08:47:08Z2022-04-29T08:47:08Z2002-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObject265-279Proceedings of the Annual Conference on Explosives and Blasting Technique, v. I, p. 265-279.0732-619Xhttp://hdl.handle.net/11449/2317022-s2.0-0036239224Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengProceedings of the Annual Conference on Explosives and Blasting Techniqueinfo:eu-repo/semantics/openAccess2022-04-29T08:47:08Zoai:repositorio.unesp.br:11449/231702Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462022-04-29T08:47:08Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
title Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
spellingShingle Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
De La Corte Bacci, Denise [UNESP]
title_short Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
title_full Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
title_fullStr Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
title_full_unstemmed Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
title_sort Statistical methods applied to the analysis of blasting vibrations in a diabase quarry in the city of Campinas, (SP) - Brazil
author De La Corte Bacci, Denise [UNESP]
author_facet De La Corte Bacci, Denise [UNESP]
Landim, Paulo Milton Barbosa [UNESP]
author_role author
author2 Landim, Paulo Milton Barbosa [UNESP]
author2_role author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (UNESP)
dc.contributor.author.fl_str_mv De La Corte Bacci, Denise [UNESP]
Landim, Paulo Milton Barbosa [UNESP]
description Statistical methods of multiple regression analysis, trend surface analysis and principal components analysis were applied to seismographic data recorded during production blasting at a diabase quarry in the urban area of Campinas (SP), Brazil. The purpose of these analyses was to determine the influence of the following variables: distance (D), charge weight per delay (W), and scaled distance (SD) associated with properties of the rock body (orientation, frequency and angle of geological discontinuities; depth of bedrock and thickness of the soil overburden) in the variation of the peak particle velocity (PPV). This approach yielded variables with larger influences (loads) on the variation of ground vibration, as ell as behavior and space tendency of this variation. The results showed a better relationship between PPV and D, with D being the most important factor in the attenuation of the ground vibrations. The geological joints and the depth to bedrock have a larger influence than the explosive charges in the variation of the vibration levels, but frequencies appear to be more influenced by the amount of soil overburden.
publishDate 2002
dc.date.none.fl_str_mv 2002-01-01
2022-04-29T08:47:08Z
2022-04-29T08:47:08Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/conferenceObject
format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv Proceedings of the Annual Conference on Explosives and Blasting Technique, v. I, p. 265-279.
0732-619X
http://hdl.handle.net/11449/231702
2-s2.0-0036239224
identifier_str_mv Proceedings of the Annual Conference on Explosives and Blasting Technique, v. I, p. 265-279.
0732-619X
2-s2.0-0036239224
url http://hdl.handle.net/11449/231702
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Proceedings of the Annual Conference on Explosives and Blasting Technique
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 265-279
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
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instname_str Universidade Estadual Paulista (UNESP)
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institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
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