Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1

Pillar replacement in mining works is a technique of using the pillars that are part of the support structures having a high degree of mineralization, which attracts economic interest. The technique consists of replacing the support pillars of the mineral matrix that contain appreciable and benefici...

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Autores:
Tipo de recurso:
Fecha de publicación:
2019
Institución:
Universidad Pedagógica y Tecnológica de Colombia
Repositorio:
RiUPTC: Repositorio Institucional UPTC
Idioma:
eng
OAI Identifier:
oai:repositorio.uptc.edu.co:001/14240
Acceso en línea:
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199
https://repositorio.uptc.edu.co/handle/001/14240
Palabra clave:
gold
mining
pillar
rock
safety
minería
oro
pilar
roca
seguridad
Rights
License
http://purl.org/coar/access_right/c_abf36
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dc.title.en-US.fl_str_mv Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
dc.title.es-ES.fl_str_mv Diseño de sostenimiento económicamente factible para el reemplazo de pilares en Mina Providencia, Antioquia - Etapa 1
title Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
spellingShingle Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
gold
mining
pillar
rock
safety
minería
oro
pilar
roca
seguridad
title_short Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
title_full Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
title_fullStr Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
title_full_unstemmed Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
title_sort Design of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1
dc.subject.en-US.fl_str_mv gold
mining
pillar
rock
safety
topic gold
mining
pillar
rock
safety
minería
oro
pilar
roca
seguridad
dc.subject.es-ES.fl_str_mv minería
oro
pilar
roca
seguridad
description Pillar replacement in mining works is a technique of using the pillars that are part of the support structures having a high degree of mineralization, which attracts economic interest. The technique consists of replacing the support pillars of the mineral matrix that contain appreciable and beneficial quantities of mineral by artificial pillars that provide geomechanical structure to the operations, generating support and safety benefits greater than or equal to those provided by the original pillars and thus maximizing the intrinsic economic value of the available rock in the operation. Based on the literature regarding design techniques for the assembly of pillars used in underground gold mining, daily and continuous field inspections were conducted for two months, taking the necessary data for the proposed design following ISRM standards for data collection. The proposed pillars must consider a set of operational economic requirements and meet the geomechanical performance required to guarantee the safety and stability of the site. The design consisted of a combination of two types of pillars, one of concrete and one of mesh, cables and sterile material (granodiorite and dyke). The measurements consisted of RMR determination, the dimensions of the current pillars, and the geomechanical condition using detailed scanlines. Subsequently, the information was refined and correlated, and the degree of fracture and safety factor of the original pillars versus those proposed in the new designs were calculated. As a result, the optimal design for the construction of the replacement pillars should have dimensions of 2 x 1.7 x 1.7 meters, achieving a safety factor of 1.36, complying with the geomechanical requirements of safety and stability and yielding a profit of 405 % as a cost-benefit ratio in replacing the original pillars by those proposed in the design; the sterile material and mesh pillars would have dimensions of 2 x 2 x 2 meters.
publishDate 2019
dc.date.accessioned.none.fl_str_mv 2024-07-05T19:11:50Z
dc.date.available.none.fl_str_mv 2024-07-05T19:11:50Z
dc.date.none.fl_str_mv 2019-04-02
dc.type.en-US.fl_str_mv research
dc.type.es-ES.fl_str_mv investigación
dc.type.none.fl_str_mv info:eu-repo/semantics/article
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dc.type.version.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
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status_str publishedVersion
dc.identifier.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199
10.19053/01211129.v28.n51.2019.9199
dc.identifier.uri.none.fl_str_mv https://repositorio.uptc.edu.co/handle/001/14240
url https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199
https://repositorio.uptc.edu.co/handle/001/14240
identifier_str_mv 10.19053/01211129.v28.n51.2019.9199
dc.language.none.fl_str_mv eng
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7653
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7903
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7916
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application/xml
dc.coverage.en-US.fl_str_mv N.A.
dc.coverage.es-ES.fl_str_mv N.A.
dc.publisher.en-US.fl_str_mv Universidad Pedagógica y Tecnológica de Colombia
dc.source.en-US.fl_str_mv Revista Facultad de Ingeniería; Vol. 28 No. 51 (2019); 89-104
dc.source.es-ES.fl_str_mv Revista Facultad de Ingeniería; Vol. 28 Núm. 51 (2019); 89-104
dc.source.none.fl_str_mv 2357-5328
0121-1129
institution Universidad Pedagógica y Tecnológica de Colombia
repository.name.fl_str_mv Repositorio Institucional UPTC
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spelling 2019-04-022024-07-05T19:11:50Z2024-07-05T19:11:50Zhttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/919910.19053/01211129.v28.n51.2019.9199https://repositorio.uptc.edu.co/handle/001/14240Pillar replacement in mining works is a technique of using the pillars that are part of the support structures having a high degree of mineralization, which attracts economic interest. The technique consists of replacing the support pillars of the mineral matrix that contain appreciable and beneficial quantities of mineral by artificial pillars that provide geomechanical structure to the operations, generating support and safety benefits greater than or equal to those provided by the original pillars and thus maximizing the intrinsic economic value of the available rock in the operation. Based on the literature regarding design techniques for the assembly of pillars used in underground gold mining, daily and continuous field inspections were conducted for two months, taking the necessary data for the proposed design following ISRM standards for data collection. The proposed pillars must consider a set of operational economic requirements and meet the geomechanical performance required to guarantee the safety and stability of the site. The design consisted of a combination of two types of pillars, one of concrete and one of mesh, cables and sterile material (granodiorite and dyke). The measurements consisted of RMR determination, the dimensions of the current pillars, and the geomechanical condition using detailed scanlines. Subsequently, the information was refined and correlated, and the degree of fracture and safety factor of the original pillars versus those proposed in the new designs were calculated. As a result, the optimal design for the construction of the replacement pillars should have dimensions of 2 x 1.7 x 1.7 meters, achieving a safety factor of 1.36, complying with the geomechanical requirements of safety and stability and yielding a profit of 405 % as a cost-benefit ratio in replacing the original pillars by those proposed in the design; the sterile material and mesh pillars would have dimensions of 2 x 2 x 2 meters.El remplazo de pilares en las faenas mineras es una técnica de aprovechamiento de los pilares que hacen parte de las estructuras de sostenimiento y que presentan un alto grado de mineralización de interés. La técnica consiste en el reemplazo de pilares de sostenimiento de roca propia del macizo y que además contiene cantidades apreciables y beneficiables de mineral, por unos pilares artificiales que proveen de la operación, prestaciones geomecánicas de sostenimiento y de seguridad mayores o iguales a las prestaciones entregadas por los pilares originales, maximizando así la captura de valores económicos embebidos en la roca presente de la operación. Partiendo de la recopilación literaria sobre la técnica de diseño para el armado de pilares utilizados en minería aurífera subterránea, se realizaron inspecciones de campo diarias y continuas durante dos meses, tomando los datos requeridos para el diseño, siguiendo estándares ISRM para la toma de datos. Los pilares propuestos deben responder a un conjunto de requerimientos económicos operacionales, y a las prestaciones geomecánicas requeridas para la garantía de la seguridad y de la estabilidad de la zona. Se planea diseñar una combinación de dos tipos de pilares, uno de concreto y otro con malla, cables y material estéril (granodiorita y dique); para esto se hicieron mediciones de: RMR, dimensiones de pilares actuales y estado geomecánico mediante líneas de rastreo. Posteriormente se depuró y correlacionó la información, realizando los cálculos requeridos para obtener el nivel de fracturamiento y factor de seguridad de los pilares originales versus los propuestos en los nuevos diseños. Como resultado se obtuvo que el diseño óptimo para la construcción de los pilares reemplazantes debe tener una dimensión de 2 x 1.7 x 1.7 metros. Con este diseño se alcanza un factor de seguridad de 1.36, cumpliendo con el requerimiento geomecánico de seguridad y de estabilidad y además obteniendo un porcentaje de ganancia de 405 % como relación costo de beneficio en el remplazo de los pilares por los propuestos en el diseño; los pilares de malla y estéril tendrían 2 x 2 x 2 metros.application/pdfapplication/xmlengengUniversidad Pedagógica y Tecnológica de Colombiahttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7653https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7903https://revistas.uptc.edu.co/index.php/ingenieria/article/view/9199/7916Revista Facultad de Ingeniería; Vol. 28 No. 51 (2019); 89-104Revista Facultad de Ingeniería; Vol. 28 Núm. 51 (2019); 89-1042357-53280121-1129goldminingpillarrocksafetymineríaoropilarrocaseguridadDesign of an economically feasible support for the replacement of pillars in Providencia Mine, Antioquia - Stage 1Diseño de sostenimiento económicamente factible para el reemplazo de pilares en Mina Providencia, Antioquia - Etapa 1researchinvestigacióninfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a119http://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/access_right/c_abf36http://purl.org/coar/access_right/c_abf2N.A.N.A.Montaño-Chinchilla, Claudia YasminMolina-Escobar, Jorge MartinSuarez-Burgoa, Ludger OswaldoCeballos-Guerra, Elkin de Jesús001/14240oai:repositorio.uptc.edu.co:001/142402025-07-18 11:53:14.355metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co