Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography

Autores
Preciado, H. F.; Ale, J.; Byler, B.; Perez, F.; Mejía, V.; McIver, D.
Año de publicación
2014
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
Fil: Preciado, H. F. AMEC S.A; Perú.
Fil: Ale, J. AMEC S.A; Perú.
Fil: Byler, B. AMEC Englewood; USA.
Fil: Perez, F. AMEC S.A; Perú.
Fil: Mejía, V. AMEC S.A; Perú.
Fil: McIver, D. Minera IRL SA; Perú.
Parametric and sensitivity analyses were performed for a proposed filtered tail- ings storage facility in challenging topography from the Southern Peru region. The purpose was to identify elements which are likely to dictate performance and stability, and to understand the risk profile for the facility. The analyses were performed varying: foundation material physical and hydraulic properties, tailings physical and hydraulic properties, foundation configuration, seismicity, and staged construction. The physical properties of the foundation material were varied by changing the Mohr-Coulomb strength parameters c’ and φ’, whereas the hydraulic properties were varied by moving the groundwater table upwards or saturating a larger amount of the foundation material. A similar approach was adopted in order to vary the physical and hydraulic properties of the tailings. The foundation configuration was varied by hypothetically moving the starter buttress closer to the edge of steep slopes further downhill from the facility. Staged construction stability analyses were simulated by analyzing filtered tailings fill configurations, which followed the overall design slope but varied in height. All analyses presented herein were conducted for the most critical failure mode for each scenario. The results from these parametric analyses showed that the design of the facility was highly sensitive to tailings potential saturation. In the simulation scenarios, saturation of the tailings caused instability in both static and seismic conditions. This sensitivity to moisture conditions highlighted the importance of properly defining the unsaturated filtered tailings parameters and simulating water infiltration processes through the vadose zone.
Fil: Preciado, H. F. AMEC S.A; Perú.
Fil: Ale, J. AMEC S.A; Perú.
Fil: Byler, B. AMEC Englewood; USA.
Fil: Perez, F. AMEC S.A; Perú.
Fil: Mejía, V. AMEC S.A; Perú.
Fil: McIver, D. Minera IRL SA; Perú.
Otras Ingeniería Civil
Materia
Filtered Tailings
Challenging topography
Southern Peru region
Hydraulic properties
Archeologically sensitive areas
Parametric Analysis
Slope Stability
Nivel de accesibilidad
acceso abierto
Condiciones de uso
Repositorio
Repositorio Digital Universitario (UNC)
Institución
Universidad Nacional de Córdoba
OAI Identificador
oai:rdu.unc.edu.ar:11086/30073

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oai_identifier_str oai:rdu.unc.edu.ar:11086/30073
network_acronym_str RDUUNC
repository_id_str 2572
network_name_str Repositorio Digital Universitario (UNC)
spelling Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topographyPreciado, H. F.Ale, J.Byler, B.Perez, F.Mejía, V.McIver, D.Filtered TailingsChallenging topographySouthern Peru regionHydraulic propertiesArcheologically sensitive areasParametric AnalysisSlope StabilityFil: Preciado, H. F. AMEC S.A; Perú.Fil: Ale, J. AMEC S.A; Perú.Fil: Byler, B. AMEC Englewood; USA.Fil: Perez, F. AMEC S.A; Perú.Fil: Mejía, V. AMEC S.A; Perú.Fil: McIver, D. Minera IRL SA; Perú.Parametric and sensitivity analyses were performed for a proposed filtered tail- ings storage facility in challenging topography from the Southern Peru region. The purpose was to identify elements which are likely to dictate performance and stability, and to understand the risk profile for the facility. The analyses were performed varying: foundation material physical and hydraulic properties, tailings physical and hydraulic properties, foundation configuration, seismicity, and staged construction. The physical properties of the foundation material were varied by changing the Mohr-Coulomb strength parameters c’ and φ’, whereas the hydraulic properties were varied by moving the groundwater table upwards or saturating a larger amount of the foundation material. A similar approach was adopted in order to vary the physical and hydraulic properties of the tailings. The foundation configuration was varied by hypothetically moving the starter buttress closer to the edge of steep slopes further downhill from the facility. Staged construction stability analyses were simulated by analyzing filtered tailings fill configurations, which followed the overall design slope but varied in height. All analyses presented herein were conducted for the most critical failure mode for each scenario. The results from these parametric analyses showed that the design of the facility was highly sensitive to tailings potential saturation. In the simulation scenarios, saturation of the tailings caused instability in both static and seismic conditions. This sensitivity to moisture conditions highlighted the importance of properly defining the unsaturated filtered tailings parameters and simulating water infiltration processes through the vadose zone.Fil: Preciado, H. F. AMEC S.A; Perú.Fil: Ale, J. AMEC S.A; Perú.Fil: Byler, B. AMEC Englewood; USA.Fil: Perez, F. AMEC S.A; Perú.Fil: Mejía, V. AMEC S.A; Perú.Fil: McIver, D. Minera IRL SA; Perú.Otras Ingeniería Civil2014info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdfhttp://hdl.handle.net/11086/30073enginfo:eu-repo/semantics/openAccessreponame:Repositorio Digital Universitario (UNC)instname:Universidad Nacional de Córdobainstacron:UNC2025-10-16T09:31:11Zoai:rdu.unc.edu.ar:11086/30073Institucionalhttps://rdu.unc.edu.ar/Universidad públicaNo correspondehttp://rdu.unc.edu.ar/oai/snrdoca.unc@gmail.comArgentinaNo correspondeNo correspondeNo correspondeopendoar:25722025-10-16 09:31:11.639Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdobafalse
dc.title.none.fl_str_mv Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
title Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
spellingShingle Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
Preciado, H. F.
Filtered Tailings
Challenging topography
Southern Peru region
Hydraulic properties
Archeologically sensitive areas
Parametric Analysis
Slope Stability
title_short Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
title_full Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
title_fullStr Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
title_full_unstemmed Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
title_sort Parametric and sensitivity analysis for a proposed filtered tailings storage facility in challenging topography
dc.creator.none.fl_str_mv Preciado, H. F.
Ale, J.
Byler, B.
Perez, F.
Mejía, V.
McIver, D.
author Preciado, H. F.
author_facet Preciado, H. F.
Ale, J.
Byler, B.
Perez, F.
Mejía, V.
McIver, D.
author_role author
author2 Ale, J.
Byler, B.
Perez, F.
Mejía, V.
McIver, D.
author2_role author
author
author
author
author
dc.subject.none.fl_str_mv Filtered Tailings
Challenging topography
Southern Peru region
Hydraulic properties
Archeologically sensitive areas
Parametric Analysis
Slope Stability
topic Filtered Tailings
Challenging topography
Southern Peru region
Hydraulic properties
Archeologically sensitive areas
Parametric Analysis
Slope Stability
dc.description.none.fl_txt_mv Fil: Preciado, H. F. AMEC S.A; Perú.
Fil: Ale, J. AMEC S.A; Perú.
Fil: Byler, B. AMEC Englewood; USA.
Fil: Perez, F. AMEC S.A; Perú.
Fil: Mejía, V. AMEC S.A; Perú.
Fil: McIver, D. Minera IRL SA; Perú.
Parametric and sensitivity analyses were performed for a proposed filtered tail- ings storage facility in challenging topography from the Southern Peru region. The purpose was to identify elements which are likely to dictate performance and stability, and to understand the risk profile for the facility. The analyses were performed varying: foundation material physical and hydraulic properties, tailings physical and hydraulic properties, foundation configuration, seismicity, and staged construction. The physical properties of the foundation material were varied by changing the Mohr-Coulomb strength parameters c’ and φ’, whereas the hydraulic properties were varied by moving the groundwater table upwards or saturating a larger amount of the foundation material. A similar approach was adopted in order to vary the physical and hydraulic properties of the tailings. The foundation configuration was varied by hypothetically moving the starter buttress closer to the edge of steep slopes further downhill from the facility. Staged construction stability analyses were simulated by analyzing filtered tailings fill configurations, which followed the overall design slope but varied in height. All analyses presented herein were conducted for the most critical failure mode for each scenario. The results from these parametric analyses showed that the design of the facility was highly sensitive to tailings potential saturation. In the simulation scenarios, saturation of the tailings caused instability in both static and seismic conditions. This sensitivity to moisture conditions highlighted the importance of properly defining the unsaturated filtered tailings parameters and simulating water infiltration processes through the vadose zone.
Fil: Preciado, H. F. AMEC S.A; Perú.
Fil: Ale, J. AMEC S.A; Perú.
Fil: Byler, B. AMEC Englewood; USA.
Fil: Perez, F. AMEC S.A; Perú.
Fil: Mejía, V. AMEC S.A; Perú.
Fil: McIver, D. Minera IRL SA; Perú.
Otras Ingeniería Civil
description Fil: Preciado, H. F. AMEC S.A; Perú.
publishDate 2014
dc.date.none.fl_str_mv 2014
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
info:eu-repo/semantics/publishedVersion
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info:ar-repo/semantics/documentoDeConferencia
format conferenceObject
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11086/30073
url http://hdl.handle.net/11086/30073
dc.language.none.fl_str_mv eng
language eng
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositorio Digital Universitario (UNC)
instname:Universidad Nacional de Córdoba
instacron:UNC
reponame_str Repositorio Digital Universitario (UNC)
collection Repositorio Digital Universitario (UNC)
instname_str Universidad Nacional de Córdoba
instacron_str UNC
institution UNC
repository.name.fl_str_mv Repositorio Digital Universitario (UNC) - Universidad Nacional de Córdoba
repository.mail.fl_str_mv oca.unc@gmail.com
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