Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings
Descripción del Articulo
The abandoned mining tailings deposit, located in the town of Collpa in the district of Santa Bárbara de Carhuacayán, province of Yauli, department of Junín, generates serious environmental contamination to the town of the district, above all, it affects the upper basin of the Mantaro river; For thi...
| Autor: | |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2023 |
| Institución: | Universidad Nacional Mayor de San Marcos |
| Repositorio: | Revistas - Universidad Nacional Mayor de San Marcos |
| Lenguaje: | español |
| OAI Identifier: | oai:ojs.csi.unmsm:article/25130 |
| Enlace del recurso: | https://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25130 |
| Nivel de acceso: | acceso abierto |
| Materia: | LM soil Tailings Additive Laboratory tests Permissible bearing load Suelo LM relave aditivo ensayos de laboratorio carga portante admisible |
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Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildingsEl relave minero de Collpa, como aditivo estabilizante de suelos limo inorgánico (ML) para la construcción de edificacionesLlacza Cardenas, Hans AlexanderLlacza Cardenas, Hans AlexanderLM soilTailingsAdditiveLaboratory testsPermissible bearing loadSuelo LMrelaveaditivoensayos de laboratoriocarga portante admisibleThe abandoned mining tailings deposit, located in the town of Collpa in the district of Santa Bárbara de Carhuacayán, province of Yauli, department of Junín, generates serious environmental contamination to the town of the district, above all, it affects the upper basin of the Mantaro river; For this reason, this material was studied for its possible use as a stabilizing additive for a type of soil: ML (Inorganic Silt), for the foundation of constructions. The procedures were laboratory tests that are: Granulometric tests, Atterberg Limits, Standard Proctor Test, Soil Specific Gravity Test, Direct Shear Test and finally, the admissible bearing load of each analyzed sample (qadm) was analyzed; these samples are constituted by the ML soil with the combination of the mining tailings in percentage proportions of 0%, 20%, 30%, 50% with respect to the total weight of each sample. The results of the project, when analyzing and calculating the data obtained from the laboratory tests, were: 5kg/cm2, 4.67kg/cm2, 5.84kg/cm2 and 7.57kg/cm2, which are the qadm of each sample with the proportion of tailings. in ascending order respectively. In conclusion, the studied mining tailings increases the mechanical characteristics of the ML soil, stabilizing it with respect to its base state.El depósito de relave minero abandonado, ubicado en la localidad de Collpa del distrito de Santa Bárbara de Carhuacayán, provincia de Yauli, departamento de Junín, genera una contaminación ambiental grave a este poblado; sobre todo afecta a la cuenca alta del río Mantaro; esta es la razón por la cual se estudió este material para su posible uso como aditivo estabilizante de un tipo de suelo: ML (limo inorgánico), para la cimentación de construcciones. Los procedimientos fueron ensayos de laboratorio como ensayos granulométricos, límites de Atterberg, proctor estándar, de gravedad específica de los suelos, de corte directo y para finalizar se analizó la carga portante admisible de cada muestra analizada (qadm). Estas muestras están constituidas por el suelo ML con la combinación del relave minero en proporciones porcentuales de 0%, 20%, 30% y 50%, con respecto al peso total de cada muestra. Los resultados del proyecto, al analizar y calcular los datos obtenidos de los ensayos de laboratorio, fueron: 5kg/cm2, 4.67kg/cm2, 5.84kg/cm2 y 7.57kg/cm2, que son los qadm de cada muestra con la proporción de relave en forma ascendente, respectivamente. En conclusión, el relave minero estudiado aumenta las características mecánicas del suelo ML, estabilizándolo con respecto a su estado base.Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minera, Metalúrgica y Geográfica2023-10-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/2513010.15381/iigeo.v26i52.25130Revista del Instituto de investigación de la Facultad de minas, metalurgia y ciencias geográficas; Vol. 26 No. 52 (2023); e25130Revista del Instituto de investigación de la Facultad de minas, metalurgia y ciencias geográficas; Vol. 26 Núm. 52 (2023); e251301682-30871561-0888reponame:Revistas - Universidad Nacional Mayor de San Marcosinstname:Universidad Nacional Mayor de San Marcosinstacron:UNMSMspahttps://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25130/20119Derechos de autor 2023 Hans Alexander Llacza Cardenashttp://creativecommons.org/licenses/by/4.0info:eu-repo/semantics/openAccessoai:ojs.csi.unmsm:article/251302023-12-17T15:45:02Z |
| dc.title.none.fl_str_mv |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings El relave minero de Collpa, como aditivo estabilizante de suelos limo inorgánico (ML) para la construcción de edificaciones |
| title |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| spellingShingle |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings Llacza Cardenas, Hans Alexander LM soil Tailings Additive Laboratory tests Permissible bearing load Suelo LM relave aditivo ensayos de laboratorio carga portante admisible |
| title_short |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| title_full |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| title_fullStr |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| title_full_unstemmed |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| title_sort |
Collpa mining tailings, as a stabilizer additive for LM soils for the construction of buildings |
| dc.creator.none.fl_str_mv |
Llacza Cardenas, Hans Alexander Llacza Cardenas, Hans Alexander |
| author |
Llacza Cardenas, Hans Alexander |
| author_facet |
Llacza Cardenas, Hans Alexander |
| author_role |
author |
| dc.subject.none.fl_str_mv |
LM soil Tailings Additive Laboratory tests Permissible bearing load Suelo LM relave aditivo ensayos de laboratorio carga portante admisible |
| topic |
LM soil Tailings Additive Laboratory tests Permissible bearing load Suelo LM relave aditivo ensayos de laboratorio carga portante admisible |
| description |
The abandoned mining tailings deposit, located in the town of Collpa in the district of Santa Bárbara de Carhuacayán, province of Yauli, department of Junín, generates serious environmental contamination to the town of the district, above all, it affects the upper basin of the Mantaro river; For this reason, this material was studied for its possible use as a stabilizing additive for a type of soil: ML (Inorganic Silt), for the foundation of constructions. The procedures were laboratory tests that are: Granulometric tests, Atterberg Limits, Standard Proctor Test, Soil Specific Gravity Test, Direct Shear Test and finally, the admissible bearing load of each analyzed sample (qadm) was analyzed; these samples are constituted by the ML soil with the combination of the mining tailings in percentage proportions of 0%, 20%, 30%, 50% with respect to the total weight of each sample. The results of the project, when analyzing and calculating the data obtained from the laboratory tests, were: 5kg/cm2, 4.67kg/cm2, 5.84kg/cm2 and 7.57kg/cm2, which are the qadm of each sample with the proportion of tailings. in ascending order respectively. In conclusion, the studied mining tailings increases the mechanical characteristics of the ML soil, stabilizing it with respect to its base state. |
| publishDate |
2023 |
| dc.date.none.fl_str_mv |
2023-10-06 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
| format |
article |
| status_str |
publishedVersion |
| dc.identifier.none.fl_str_mv |
https://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25130 10.15381/iigeo.v26i52.25130 |
| url |
https://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25130 |
| identifier_str_mv |
10.15381/iigeo.v26i52.25130 |
| dc.language.none.fl_str_mv |
spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
https://revistasinvestigacion.unmsm.edu.pe/index.php/iigeo/article/view/25130/20119 |
| dc.rights.none.fl_str_mv |
Derechos de autor 2023 Hans Alexander Llacza Cardenas http://creativecommons.org/licenses/by/4.0 info:eu-repo/semantics/openAccess |
| rights_invalid_str_mv |
Derechos de autor 2023 Hans Alexander Llacza Cardenas http://creativecommons.org/licenses/by/4.0 |
| eu_rights_str_mv |
openAccess |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.publisher.none.fl_str_mv |
Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minera, Metalúrgica y Geográfica |
| publisher.none.fl_str_mv |
Universidad Nacional Mayor de San Marcos, Facultad de Ingeniería Geológica, Minera, Metalúrgica y Geográfica |
| dc.source.none.fl_str_mv |
Revista del Instituto de investigación de la Facultad de minas, metalurgia y ciencias geográficas; Vol. 26 No. 52 (2023); e25130 Revista del Instituto de investigación de la Facultad de minas, metalurgia y ciencias geográficas; Vol. 26 Núm. 52 (2023); e25130 1682-3087 1561-0888 reponame:Revistas - Universidad Nacional Mayor de San Marcos instname:Universidad Nacional Mayor de San Marcos instacron:UNMSM |
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Universidad Nacional Mayor de San Marcos |
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UNMSM |
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Revistas - Universidad Nacional Mayor de San Marcos |
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Revistas - Universidad Nacional Mayor de San Marcos |
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Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
