Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods

In this paper is used more and complementary methods of analysis to estimate the mechanical variability of rock slabs by means of non-destructive tests; originally presented in this same journal. The aim is to generalize and improve the applicability of this alternative method, based on geostatistic...

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Autores:
Aparicio Ortubé, A. J.
Suárez Burgoa, Lúdger O.
Tipo de recurso:
Fecha de publicación:
2018
Institución:
Universidad EAFIT
Repositorio:
Repositorio EAFIT
Idioma:
spa
OAI Identifier:
oai:repository.eafit.edu.co:10784/13193
Acceso en línea:
http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854
http://hdl.handle.net/10784/13193
Palabra clave:
Geostatistics
Signal model
Mechanical variability
Rock material
Sodalite
Schmidt-L hamme
Geoestadística
Modelo de señal
Variabilidad mecánica
material rocoso
Sodalita
Martillo Schmidt-L
Rights
License
Copyright (c) 2018 A. J. Aparicio Ortubé, Lúdger O. Suárez Burgoa
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spelling 2018-06-142018-11-16T16:28:59Z2018-06-142018-11-16T16:28:59Z2256-43141794-9165http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854http://hdl.handle.net/10784/1319310.17230/ingciencia.13.27.5In this paper is used more and complementary methods of analysis to estimate the mechanical variability of rock slabs by means of non-destructive tests; originally presented in this same journal. The aim is to generalize and improve the applicability of this alternative method, based on geostatistics, for quality control processes of rock slabs destined for floor revetment. Different geostatiscal topics have been emphasized such as data exploratory analysis, anisotropic analysis, verification of the geostatistical model, verification of the spatial structure, verification of the sample size and modeling of the spatial distribution of the mechanical strength.En este estudio se emplean mayores y complementarios métodos de análisis para estimar la variabilidad mecánica de placas de material rocoso por ensayos no-destructivos, inicialmente presentado en esta misma revista. Esto con el propósito de generalizar y mejorar la aplicabilidad de este método alternativo, basado en la geoestadística, para que pueda ser utilizado en procesos de control de calidad de placas de material rocoso destinadas al revestimiento de pisos. Se ha hecho énfasis en los métodos de análisis geoestadísticos, en lo que respecta al análisis exploratorio de los datos, análisis de anisotropía, verificación del modelo geoestadístico, verificación de la estructura espacial, verificación del tamaño de muestra y modelación de la distribución espacial de la resistencia mecánica.application/pdfspaUniversidad EAFIThttp://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854Copyright (c) 2018 A. J. Aparicio Ortubé, Lúdger O. Suárez BurgoaAttribution 4.0 International (CC BY 4.0)http://creativecommons.org/licenses/by/4.0Acceso abiertohttp://purl.org/coar/access_right/c_abf2instname:Universidad EAFITreponame:Repositorio Institucional Universidad EAFITIngeniería y Ciencia; Vol 14 No 27 (2018); 101-116Ingeniería y Ciencia; Vol 14 No 27 (2018); 101-116Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis MethodsEstimación de la variabilidad mecánica de placas de roca por ensayos no-destructivos: métodos de análisisinfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionarticlepublishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1GeostatisticsSignal modelMechanical variabilityRock materialSodaliteSchmidt-L hammeGeoestadísticaModelo de señalVariabilidad mecánicamaterial rocosoSodalitaMartillo Schmidt-LAparicio Ortubé, A. J.Suárez Burgoa, Lúdger O.Universidad Nacional de ColombiaIngeniería y Ciencia1427101116ing.ciencTHUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/61a17f6c-0588-4e1a-bb92-959bdf4206db/downloadda9b21a5c7e00c7f1127cef8e97035e0MD51ORIGINALdocument (4).pdfdocument (4).pdfTexto completo PDFapplication/pdf4720049https://repository.eafit.edu.co/bitstreams/b8bafc29-9592-4fb9-ab2a-758d76ca9261/download0f417a456cd0dd5ac5a9633cb94e3157MD52articulo.htmlarticulo.htmlTexto completo HTMLtext/html374https://repository.eafit.edu.co/bitstreams/6ba0dfa2-7af9-49f1-8108-537eed3dd106/downloadf34186b9200abbbc2ebebbf16ef2a5f5MD5310784/13193oai:repository.eafit.edu.co:10784/131932020-03-01 12:49:20.424http://creativecommons.org/licenses/by/4.0Copyright (c) 2018 A. J. Aparicio Ortubé, Lúdger O. Suárez Burgoaopen.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co
dc.title.eng.fl_str_mv Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
dc.title.spa.fl_str_mv Estimación de la variabilidad mecánica de placas de roca por ensayos no-destructivos: métodos de análisis
title Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
spellingShingle Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
Geostatistics
Signal model
Mechanical variability
Rock material
Sodalite
Schmidt-L hamme
Geoestadística
Modelo de señal
Variabilidad mecánica
material rocoso
Sodalita
Martillo Schmidt-L
title_short Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
title_full Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
title_fullStr Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
title_full_unstemmed Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
title_sort Assesment of the Mechanical Variability of Rock Slabs by Means of Non-Destructive Tests: Analysis Methods
dc.creator.fl_str_mv Aparicio Ortubé, A. J.
Suárez Burgoa, Lúdger O.
dc.contributor.author.none.fl_str_mv Aparicio Ortubé, A. J.
Suárez Burgoa, Lúdger O.
dc.contributor.affiliation.spa.fl_str_mv Universidad Nacional de Colombia
dc.subject.keyword.eng.fl_str_mv Geostatistics
Signal model
Mechanical variability
Rock material
Sodalite
Schmidt-L hamme
topic Geostatistics
Signal model
Mechanical variability
Rock material
Sodalite
Schmidt-L hamme
Geoestadística
Modelo de señal
Variabilidad mecánica
material rocoso
Sodalita
Martillo Schmidt-L
dc.subject.keyword.spa.fl_str_mv Geoestadística
Modelo de señal
Variabilidad mecánica
material rocoso
Sodalita
Martillo Schmidt-L
description In this paper is used more and complementary methods of analysis to estimate the mechanical variability of rock slabs by means of non-destructive tests; originally presented in this same journal. The aim is to generalize and improve the applicability of this alternative method, based on geostatistics, for quality control processes of rock slabs destined for floor revetment. Different geostatiscal topics have been emphasized such as data exploratory analysis, anisotropic analysis, verification of the geostatistical model, verification of the spatial structure, verification of the sample size and modeling of the spatial distribution of the mechanical strength.
publishDate 2018
dc.date.available.none.fl_str_mv 2018-11-16T16:28:59Z
dc.date.issued.none.fl_str_mv 2018-06-14
dc.date.accessioned.none.fl_str_mv 2018-11-16T16:28:59Z
dc.date.none.fl_str_mv 2018-06-14
dc.type.eng.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
article
publishedVersion
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http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.local.spa.fl_str_mv Artículo
status_str publishedVersion
dc.identifier.issn.none.fl_str_mv 2256-4314
1794-9165
dc.identifier.uri.none.fl_str_mv http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854
http://hdl.handle.net/10784/13193
dc.identifier.doi.none.fl_str_mv 10.17230/ingciencia.13.27.5
identifier_str_mv 2256-4314
1794-9165
10.17230/ingciencia.13.27.5
url http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854
http://hdl.handle.net/10784/13193
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.isversionof.none.fl_str_mv http://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/4854
dc.rights.eng.fl_str_mv Copyright (c) 2018 A. J. Aparicio Ortubé, Lúdger O. Suárez Burgoa
Attribution 4.0 International (CC BY 4.0)
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.uri.none.fl_str_mv http://creativecommons.org/licenses/by/4.0
dc.rights.local.spa.fl_str_mv Acceso abierto
rights_invalid_str_mv Copyright (c) 2018 A. J. Aparicio Ortubé, Lúdger O. Suárez Burgoa
Attribution 4.0 International (CC BY 4.0)
http://creativecommons.org/licenses/by/4.0
Acceso abierto
http://purl.org/coar/access_right/c_abf2
dc.format.none.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad EAFIT
dc.source.none.fl_str_mv instname:Universidad EAFIT
reponame:Repositorio Institucional Universidad EAFIT
dc.source.eng.fl_str_mv Ingeniería y Ciencia; Vol 14 No 27 (2018); 101-116
dc.source.spa.fl_str_mv Ingeniería y Ciencia; Vol 14 No 27 (2018); 101-116
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