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...

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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
id UNACIONAL2_fa87333cb35bcf18b12f5b0e44e98b6e
oai_identifier_str oai:repositorio.unal.edu.co:unal/21535
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
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
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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