Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America
Abstract: Experimental and analytic methods, as also the observational method, have been used to accomplish the assessment of the good quality gneissic rock mass behavior at the underground central of the Porce III hydroelectric project, in Colombia, South America. This study encompassed complementa...
- Autores:
-
Suárez Burgoa, Ludger Oswaldo
- Tipo de recurso:
- Fecha de publicación:
- 2008
- Institución:
- Universidad Nacional de Colombia
- Repositorio:
- Universidad Nacional de Colombia
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.unal.edu.co:unal/21535
- Acceso en línea:
- https://repositorio.unal.edu.co/handle/unal/21535
http://bdigital.unal.edu.co/12436/
- Palabra clave:
- 55 Ciencias de la tierra / Earth sciences and geology
Mechanical behavior
Rock mass
Underground central
Observacional method
Porce III Hydroelectric Project
Comportamiento mecánico
Excavaciones subterraneas
Mecánica de rocas
Método observacional
Proyecto Hidroeléctrico Porce III
- Rights
- openAccess
- License
- Atribución-NoComercial 4.0 Internacional
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Universidad Nacional de Colombia |
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|
dc.title.spa.fl_str_mv |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
title |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
spellingShingle |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America 55 Ciencias de la tierra / Earth sciences and geology Mechanical behavior Rock mass Underground central Observacional method Porce III Hydroelectric Project Comportamiento mecánico Excavaciones subterraneas Mecánica de rocas Método observacional Proyecto Hidroeléctrico Porce III |
title_short |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
title_full |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
title_fullStr |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
title_full_unstemmed |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
title_sort |
Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America |
dc.creator.fl_str_mv |
Suárez Burgoa, Ludger Oswaldo |
dc.contributor.author.spa.fl_str_mv |
Suárez Burgoa, Ludger Oswaldo |
dc.contributor.spa.fl_str_mv |
Castro Caicedo, Álvaro Jesús |
dc.subject.ddc.spa.fl_str_mv |
55 Ciencias de la tierra / Earth sciences and geology |
topic |
55 Ciencias de la tierra / Earth sciences and geology Mechanical behavior Rock mass Underground central Observacional method Porce III Hydroelectric Project Comportamiento mecánico Excavaciones subterraneas Mecánica de rocas Método observacional Proyecto Hidroeléctrico Porce III |
dc.subject.proposal.spa.fl_str_mv |
Mechanical behavior Rock mass Underground central Observacional method Porce III Hydroelectric Project Comportamiento mecánico Excavaciones subterraneas Mecánica de rocas Método observacional Proyecto Hidroeléctrico Porce III |
description |
Abstract: Experimental and analytic methods, as also the observational method, have been used to accomplish the assessment of the good quality gneissic rock mass behavior at the underground central of the Porce III hydroelectric project, in Colombia, South America. This study encompassed complementary specialized testing in the rock material and it required that the field work be extended, in order to obtain the rock mass description. The following outstanding results are emphasized: the finding of stress-strain properties for a linear elastic transversal isotropic rock material and the peak/residual Drucker-Prager failure envelopes for different foliation joints inclinations; as well as the description, classification and possible origin of the actual rock mass discontinuities. The in-situ observational process was followed, up to a relevant excavations stage of the central, and it consisted of the exposed surfaces; and in processing the data readings of the multiple position extensometers and of the superficial convergence displacement points. The data obtained in this work were useful for the calibration of the wedge and of the two dimensional stress-strain models, which were subsequently used for the assessment of the rock mass mechanical behavior at the final excavation stages, and for the verification of the stability of the observational method is an adequate procedure to monitor large opening excavations during construction, as it provides more valid facts to understand the rock mass mechanical behavior. |
publishDate |
2008 |
dc.date.issued.spa.fl_str_mv |
2008 |
dc.date.accessioned.spa.fl_str_mv |
2019-06-25T19:30:32Z |
dc.date.available.spa.fl_str_mv |
2019-06-25T19:30:32Z |
dc.type.spa.fl_str_mv |
Trabajo de grado - Maestría |
dc.type.driver.spa.fl_str_mv |
info:eu-repo/semantics/masterThesis |
dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/acceptedVersion |
dc.type.content.spa.fl_str_mv |
Text |
dc.type.redcol.spa.fl_str_mv |
http://purl.org/redcol/resource_type/TM |
status_str |
acceptedVersion |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.unal.edu.co/handle/unal/21535 |
dc.identifier.eprints.spa.fl_str_mv |
http://bdigital.unal.edu.co/12436/ |
url |
https://repositorio.unal.edu.co/handle/unal/21535 http://bdigital.unal.edu.co/12436/ |
dc.language.iso.spa.fl_str_mv |
spa |
language |
spa |
dc.relation.ispartof.spa.fl_str_mv |
Universidad Nacional de Colombia Sede Medellín Facultad de Minas Facultad de Minas |
dc.relation.references.spa.fl_str_mv |
Suárez Burgoa, Ludger Oswaldo (2008) Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America. Maestría thesis, Universidad Nacional de Colombia Sede Medellín. |
dc.rights.spa.fl_str_mv |
Derechos reservados - Universidad Nacional de Colombia |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.license.spa.fl_str_mv |
Atribución-NoComercial 4.0 Internacional |
dc.rights.uri.spa.fl_str_mv |
http://creativecommons.org/licenses/by-nc/4.0/ |
dc.rights.accessrights.spa.fl_str_mv |
info:eu-repo/semantics/openAccess |
rights_invalid_str_mv |
Atribución-NoComercial 4.0 Internacional Derechos reservados - Universidad Nacional de Colombia http://creativecommons.org/licenses/by-nc/4.0/ http://purl.org/coar/access_right/c_abf2 |
eu_rights_str_mv |
openAccess |
dc.format.mimetype.spa.fl_str_mv |
application/pdf |
institution |
Universidad Nacional de Colombia |
bitstream.url.fl_str_mv |
https://repositorio.unal.edu.co/bitstream/unal/21535/1/340029.2008.pdf https://repositorio.unal.edu.co/bitstream/unal/21535/2/340029.2008.appendixes.pdf https://repositorio.unal.edu.co/bitstream/unal/21535/3/340029.2008.pdf.jpg https://repositorio.unal.edu.co/bitstream/unal/21535/4/340029.2008.appendixes.pdf.jpg |
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Repositorio Institucional Universidad Nacional de Colombia |
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1814090166933913600 |
spelling |
Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Castro Caicedo, Álvaro JesúsSuárez Burgoa, Ludger Oswaldo24d396ee-d875-4d28-a109-13c8449076aa3002019-06-25T19:30:32Z2019-06-25T19:30:32Z2008https://repositorio.unal.edu.co/handle/unal/21535http://bdigital.unal.edu.co/12436/Abstract: Experimental and analytic methods, as also the observational method, have been used to accomplish the assessment of the good quality gneissic rock mass behavior at the underground central of the Porce III hydroelectric project, in Colombia, South America. This study encompassed complementary specialized testing in the rock material and it required that the field work be extended, in order to obtain the rock mass description. The following outstanding results are emphasized: the finding of stress-strain properties for a linear elastic transversal isotropic rock material and the peak/residual Drucker-Prager failure envelopes for different foliation joints inclinations; as well as the description, classification and possible origin of the actual rock mass discontinuities. The in-situ observational process was followed, up to a relevant excavations stage of the central, and it consisted of the exposed surfaces; and in processing the data readings of the multiple position extensometers and of the superficial convergence displacement points. The data obtained in this work were useful for the calibration of the wedge and of the two dimensional stress-strain models, which were subsequently used for the assessment of the rock mass mechanical behavior at the final excavation stages, and for the verification of the stability of the observational method is an adequate procedure to monitor large opening excavations during construction, as it provides more valid facts to understand the rock mass mechanical behavior.Resumen: La estimación del comportamiento mecánico del macizo rocoso, néisico de Buena calidad, en la central subterránea del proyecto hidroeléctrico Porce III, localizada en Colombia, Sudamérica, se logro a través de la aplicación de métodos experimentales y analíticos así como el método observacional. En este estudio se ejecutaron ensayos especializados que permitieron complementar la información sobre el material rocoso y se hicieron trabajos de campo que ampliaron la descripción del macizo rocoso del sitio. Se desataca la obtención de las propiedades de esfuerzo-deformación para el material lineal, elástico e isotrópico transversal, y la obtención de las envolventes de falla Drucker-Prager, pico y residual, para diferentes inclinaciones de la foliación del material rocoso. También se desataca la descripción, clasificación y posible origen de las discontinuidades presentes en el macizo rocoso. El proceso de observación en campo se hizo hasta una determinada etapa de las excavaciones subterráneas de la central, y consistió básicamente en reconocer, clasificar y dimensionar los bloques y cuñas falladas en la superficie expuesta, y en procesar las lecturas de datos de extensómetros de posición múltiple y de puntos de desplazamiento de convergencia superficial. Los datos obtenidos durante el desarrollo de este trabajo sirvieron para la calibración de modelos de cuñas y de esfuerzo-deformación en dos dimensiones, los cuales se emplearon posteriormente para estimar el comportamiento mecánico del macizo rocoso en las secciones excavadas terminadas y para verificar la estabilidad de los pilares que se forman en las excavaciones de la central. Los resultados obtenidos mostraron que el método observacional es un procedimiento adecuado para hacer el seguimiento a las excavaciones de grandes aberturas, ya que provee mayores argumentos para la comprensión del comportamiento mecánico del macizo rocoso.Maestríaapplication/pdfspaUniversidad Nacional de Colombia Sede Medellín Facultad de MinasFacultad de MinasSuárez Burgoa, Ludger Oswaldo (2008) Rock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South America. Maestría thesis, Universidad Nacional de Colombia Sede Medellín.55 Ciencias de la tierra / Earth sciences and geologyMechanical behaviorRock massUnderground centralObservacional methodPorce III Hydroelectric ProjectComportamiento mecánicoExcavaciones subterraneasMecánica de rocasMétodo observacionalProyecto Hidroeléctrico Porce IIIRock mass mechanical behavior assessment at the Porce III underground hydropower central, Colombia-South AmericaTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMORIGINAL340029.2008.pdfTesis de Maestría en Ingeniería - Geotecniaapplication/pdf27014944https://repositorio.unal.edu.co/bitstream/unal/21535/1/340029.2008.pdf67b1a2ff76bff57abef3f50fe0aea194MD51340029.2008.appendixes.pdfTesis de Maestría en Ingeniería - Geotecnia2application/pdf21159002https://repositorio.unal.edu.co/bitstream/unal/21535/2/340029.2008.appendixes.pdfcb9a7c921f603ee5742ca2eee9bf7e2cMD52THUMBNAIL340029.2008.pdf.jpg340029.2008.pdf.jpgGenerated Thumbnailimage/jpeg10011https://repositorio.unal.edu.co/bitstream/unal/21535/3/340029.2008.pdf.jpgdc68086686249750646369b2aee5a665MD53340029.2008.appendixes.pdf.jpg340029.2008.appendixes.pdf.jpgGenerated Thumbnailimage/jpeg10415https://repositorio.unal.edu.co/bitstream/unal/21535/4/340029.2008.appendixes.pdf.jpg0a59d51e89942682b09a34f1144d78a2MD54unal/21535oai:repositorio.unal.edu.co:unal/215352023-10-02 23:06:28.951Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co |