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...
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| Format: | Online |
| Language: | spa |
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Universidad Pedagógica y Tecnológica de Colombia - UPTC
2014
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| Subjects: | |
| Online Access: | https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936 |
| _version_ | 1801706686880153600 |
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| author | Galvis-Botía, Diana Rocío Peñaranda, Nydia Genith Jojoa-Muñoz, Jaime William |
| author_facet | Galvis-Botía, Diana Rocío Peñaranda, Nydia Genith Jojoa-Muñoz, Jaime William |
| author_sort | Galvis-Botía, Diana Rocío |
| collection | OJS |
| 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. |
| format | Online |
| id | oai:oai.revistas.uptc.edu.co:article-3936 |
| institution | Revista Ingeniería, Investigación y Desarrollo |
| language | spa |
| publishDate | 2014 |
| publisher | Universidad Pedagógica y Tecnológica de Colombia - UPTC |
| record_format | ojs |
| spelling | oai:oai.revistas.uptc.edu.co:article-39362017-06-28T21:46:24Z Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca Análisis de los factores que inciden en la desestabilización de las columnas de la catedral de sal en Zipaquirá, Cundinamarca Galvis-Botía, Diana Rocío Peñaranda, Nydia Genith Jojoa-Muñoz, Jaime William stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad 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. 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. Universidad Pedagógica y Tecnológica de Colombia - UPTC 2014-12-20 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion application/pdf https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936 10.19053/1900771X.3936 Ingeniería Investigación y Desarrollo; Vol. 15 No. 1: enero-junio de 2015; 20-38 Ingeniería Investigación y Desarrollo; Vol. 15 Núm. 1: enero-junio de 2015; 20-38 2422-4324 1900-771X spa https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936/3415 Derechos de autor 2015 Ingeniería Investigación y Desarrollo |
| spellingShingle | stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad Galvis-Botía, Diana Rocío Peñaranda, Nydia Genith Jojoa-Muñoz, Jaime William Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
| title | Analysis of the factors that have an impact on the destabilization of the columns of the Sal Cathedral of Zipaquirá, Cundinamarca |
| title_alt | Análisis de los factores que inciden en la desestabilización de las columnas de la catedral de sal en 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_short | 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 zipaquira cundinamarca |
| topic | stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad |
| topic_facet | stability strength efforts column pillar discontinuity. estabilidad resistencia esfuerzos columna pilar discontinuidad |
| url | https://revistas.uptc.edu.co/index.php/ingenieria_sogamoso/article/view/3936 |
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