Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca
This article examines the factors that generate greater involvement in the stability of the chambers 360, 380 and 400 which constitute the space occupied by the Salt Cathedral of Zipaquirá, through the study of the physical and mechanical properties of the rock matrix. Thereafter we determine the so...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2014
- Institución:
- Universidad Pedagógica y Tecnológica de Colombia
- Repositorio:
- RiUPTC: Repositorio Institucional UPTC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uptc.edu.co:001/12235
- Acceso en línea:
- https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936
https://repositorio.uptc.edu.co/handle/001/12235
- Palabra clave:
- stability
strength
efforts
column
pillar
discontinuity.
estabilidad
resistencia
esfuerzos
columna
pilar
discontinuidad
- Rights
- License
- Derechos de autor 2015 Ingeniería Investigación y Desarrollo
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2014-12-202024-07-05T18:47:50Z2024-07-05T18:47:50Zhttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/393610.19053/1900771X.3936https://repositorio.uptc.edu.co/handle/001/12235This article examines the factors that generate greater involvement in the stability of the chambers 360, 380 and 400 which constitute the space occupied by the Salt Cathedral of Zipaquirá, through the study of the physical and mechanical properties of the rock matrix. Thereafter we determine the solid properties and their possible behavior under vertical and horizontal stress state, as well as the loads acting on piers and columns, taking into account the conditions of the planes of discontinuities present in the elements of natural sustaining. Then we discuss some of the factors that generate the greatest instability to define which one is the most dominant and determine a method to mitigate it.Este artículo analiza los factores que generan mayor afectación en la estabilidad de las cámaras 360, 380y 400, que constituyen el espacio ocupado por la Catedral de Sal de Zipaquirá, mediante el estudio de las propiedades tanto físicas como mecánicas de la matriz rocosa. A partir de allí se determinan las propiedades de macizo y su posible comportamiento ante el estado de esfuerzos verticales y horizontales, además de las cargas actuantes sobre machones y columnas, teniendo en cuenta las condiciones de los planos de discontinuidades presentes en los elementos de sostenimiento natural. Posteriormente se analizan algunos de los factores que generan la mayor inestabilidad para definir cuál de ellos incide de manera dominante y determinar un método para mitigarlo.application/pdfspaspaUniversidad Pedagógica y Tecnológica de Colombia - UPTChttps://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936/3415Derechos de autor 2015 Ingeniería Investigación y Desarrollohttp://purl.org/coar/access_right/c_abf9http://purl.org/coar/access_right/c_abf2Ingeniería Investigación y Desarrollo; Vol. 15 No. 1: enero-junio de 2015; 20-38Ingeniería Investigación y Desarrollo; Vol. 15 Núm. 1: enero-junio de 2015; 20-382422-43241900-771Xstabilitystrengtheffortscolumnpillardiscontinuity.estabilidadresistenciaesfuerzoscolumnapilardiscontinuidadAnalysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, CundinamarcaAnálisis de los factores que inciden en la desestabilización de las columnas de la catedral de sal en Zipaquirá, Cundinamarcainfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a92http://purl.org/coar/version/c_970fb48d4fbd8a85Galvis-Botía, Diana RocíoPeñaranda, Nydia GenithJojoa-Muñoz, Jaime William001/12235oai:repositorio.uptc.edu.co:001/122352025-07-18 11:25:29.347metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co |
dc.title.en-US.fl_str_mv |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
dc.title.es-ES.fl_str_mv |
Análisis de los factores que inciden en la desestabilización de las columnas de la catedral de sal en Zipaquirá, Cundinamarca |
title |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
spellingShingle |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad |
title_short |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
title_full |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
title_fullStr |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
title_full_unstemmed |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
title_sort |
Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
dc.subject.en-US.fl_str_mv |
stability strength efforts column pillar discontinuity. |
topic |
stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad |
dc.subject.es-ES.fl_str_mv |
estabilidad resistencia esfuerzos columna pilar discontinuidad |
description |
This article examines the factors that generate greater involvement in the stability of the chambers 360, 380 and 400 which constitute the space occupied by the Salt Cathedral of Zipaquirá, through the study of the physical and mechanical properties of the rock matrix. Thereafter we determine the solid properties and their possible behavior under vertical and horizontal stress state, as well as the loads acting on piers and columns, taking into account the conditions of the planes of discontinuities present in the elements of natural sustaining. Then we discuss some of the factors that generate the greatest instability to define which one is the most dominant and determine a method to mitigate it. |
publishDate |
2014 |
dc.date.accessioned.none.fl_str_mv |
2024-07-05T18:47:50Z |
dc.date.available.none.fl_str_mv |
2024-07-05T18:47:50Z |
dc.date.none.fl_str_mv |
2014-12-20 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a92 |
dc.identifier.none.fl_str_mv |
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936 10.19053/1900771X.3936 |
dc.identifier.uri.none.fl_str_mv |
https://repositorio.uptc.edu.co/handle/001/12235 |
url |
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936 https://repositorio.uptc.edu.co/handle/001/12235 |
identifier_str_mv |
10.19053/1900771X.3936 |
dc.language.none.fl_str_mv |
spa |
dc.language.iso.none.fl_str_mv |
spa |
language |
spa |
dc.relation.none.fl_str_mv |
https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936/3415 |
dc.rights.es-ES.fl_str_mv |
Derechos de autor 2015 Ingeniería Investigación y Desarrollo |
dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf9 |
rights_invalid_str_mv |
Derechos de autor 2015 Ingeniería Investigación y Desarrollo http://purl.org/coar/access_right/c_abf9 http://purl.org/coar/access_right/c_abf2 |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.es-ES.fl_str_mv |
Universidad Pedagógica y Tecnológica de Colombia - UPTC |
dc.source.en-US.fl_str_mv |
Ingeniería Investigación y Desarrollo; Vol. 15 No. 1: enero-junio de 2015; 20-38 |
dc.source.es-ES.fl_str_mv |
Ingeniería Investigación y Desarrollo; Vol. 15 Núm. 1: enero-junio de 2015; 20-38 |
dc.source.none.fl_str_mv |
2422-4324 1900-771X |
institution |
Universidad Pedagógica y Tecnológica de Colombia |
repository.name.fl_str_mv |
Repositorio Institucional UPTC |
repository.mail.fl_str_mv |
repositorio.uptc@uptc.edu.co |
_version_ |
1839633781624930304 |