Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D
- Autores
- Ledesma, Osvaldo Nicolas; Sfriso, Alejo Oscar Sfriso; Manzanal, Diego
- Año de publicación
- 2023
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- The authors thank the discussers for their comments (Reid et al., 2023), which are mostly related to addressing key uncertainties when completing the analysis proposed by the authors in their work (Ledesma et al., 2022), and to the response of the Modified Pastor-Zienkiewicz (MPZ) constitutive model (Manzanal et al., 2011) employed in the same work.The authors believe that recognizing and dealing with uncertainties, such as the ones highlighted by the discussers, will provide additional insights for assessing the liquefaction vulnerability of tailings dam systems (Ledesma et al., 2022) using readily available deformation modelling tools.The authors would also like to highlight that the proposed procedure for assessing liquefaction vulnerability is not a triggering analysis. The proposed actions are not intended to be relevant or realistic for a given dam. However, they should be understood as numerical excursions around a stable configuration to check the stability of such equilibrium. Also, the proposed procedure could be completed using constitutive models other than MPZ. However, there are some key characteristics that the selected constitutive model should have and are described in more detail in Ledesma et al. (2022).
Fil: Ledesma, Osvaldo Nicolas. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Fil: Sfriso, Alejo Oscar Sfriso. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. SRK Consulting; Argentina
Fil: Manzanal, Diego. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina. Universidad Politécnica de Madrid; España - Materia
-
TAILINGS
LIQUEFACTION
FINITE ELEMENT METHODS
GENERALIZED PLASTICITY - Nivel de accesibilidad
- acceso abierto
- Condiciones de uso
- https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
- Repositorio
- Institución
- Consejo Nacional de Investigaciones Científicas y Técnicas
- OAI Identificador
- oai:ri.conicet.gov.ar:11336/219093
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Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, DLedesma, Osvaldo NicolasSfriso, Alejo Oscar SfrisoManzanal, DiegoTAILINGSLIQUEFACTIONFINITE ELEMENT METHODSGENERALIZED PLASTICITYhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The authors thank the discussers for their comments (Reid et al., 2023), which are mostly related to addressing key uncertainties when completing the analysis proposed by the authors in their work (Ledesma et al., 2022), and to the response of the Modified Pastor-Zienkiewicz (MPZ) constitutive model (Manzanal et al., 2011) employed in the same work.The authors believe that recognizing and dealing with uncertainties, such as the ones highlighted by the discussers, will provide additional insights for assessing the liquefaction vulnerability of tailings dam systems (Ledesma et al., 2022) using readily available deformation modelling tools.The authors would also like to highlight that the proposed procedure for assessing liquefaction vulnerability is not a triggering analysis. The proposed actions are not intended to be relevant or realistic for a given dam. However, they should be understood as numerical excursions around a stable configuration to check the stability of such equilibrium. Also, the proposed procedure could be completed using constitutive models other than MPZ. However, there are some key characteristics that the selected constitutive model should have and are described in more detail in Ledesma et al. (2022).Fil: Ledesma, Osvaldo Nicolas. Universidad de Buenos Aires. Facultad de Ingeniería; ArgentinaFil: Sfriso, Alejo Oscar Sfriso. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. SRK Consulting; ArgentinaFil: Manzanal, Diego. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina. Universidad Politécnica de Madrid; EspañaElsevier2023-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/219093Ledesma, Osvaldo Nicolas; Sfriso, Alejo Oscar Sfriso; Manzanal, Diego; Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D; Elsevier; Computers And Geotechnics; 153; 105063; 1-2023; 1-30266-352XCONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0266352X22004001info:eu-repo/semantics/altIdentifier/doi/10.1016/j.compgeo.2022.105063info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-10T13:01:02Zoai:ri.conicet.gov.ar:11336/219093instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-10 13:01:02.432CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
title |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
spellingShingle |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D Ledesma, Osvaldo Nicolas TAILINGS LIQUEFACTION FINITE ELEMENT METHODS GENERALIZED PLASTICITY |
title_short |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
title_full |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
title_fullStr |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
title_full_unstemmed |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
title_sort |
Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D |
dc.creator.none.fl_str_mv |
Ledesma, Osvaldo Nicolas Sfriso, Alejo Oscar Sfriso Manzanal, Diego |
author |
Ledesma, Osvaldo Nicolas |
author_facet |
Ledesma, Osvaldo Nicolas Sfriso, Alejo Oscar Sfriso Manzanal, Diego |
author_role |
author |
author2 |
Sfriso, Alejo Oscar Sfriso Manzanal, Diego |
author2_role |
author author |
dc.subject.none.fl_str_mv |
TAILINGS LIQUEFACTION FINITE ELEMENT METHODS GENERALIZED PLASTICITY |
topic |
TAILINGS LIQUEFACTION FINITE ELEMENT METHODS GENERALIZED PLASTICITY |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/2.1 https://purl.org/becyt/ford/2 |
dc.description.none.fl_txt_mv |
The authors thank the discussers for their comments (Reid et al., 2023), which are mostly related to addressing key uncertainties when completing the analysis proposed by the authors in their work (Ledesma et al., 2022), and to the response of the Modified Pastor-Zienkiewicz (MPZ) constitutive model (Manzanal et al., 2011) employed in the same work.The authors believe that recognizing and dealing with uncertainties, such as the ones highlighted by the discussers, will provide additional insights for assessing the liquefaction vulnerability of tailings dam systems (Ledesma et al., 2022) using readily available deformation modelling tools.The authors would also like to highlight that the proposed procedure for assessing liquefaction vulnerability is not a triggering analysis. The proposed actions are not intended to be relevant or realistic for a given dam. However, they should be understood as numerical excursions around a stable configuration to check the stability of such equilibrium. Also, the proposed procedure could be completed using constitutive models other than MPZ. However, there are some key characteristics that the selected constitutive model should have and are described in more detail in Ledesma et al. (2022). Fil: Ledesma, Osvaldo Nicolas. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina Fil: Sfriso, Alejo Oscar Sfriso. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina. SRK Consulting; Argentina Fil: Manzanal, Diego. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long". Universidad de Buenos Aires. Facultad de Ingeniería. Instituto de Tecnologías y Ciencias de la Ingeniería "Hilario Fernández Long"; Argentina. Universidad Politécnica de Madrid; España |
description |
The authors thank the discussers for their comments (Reid et al., 2023), which are mostly related to addressing key uncertainties when completing the analysis proposed by the authors in their work (Ledesma et al., 2022), and to the response of the Modified Pastor-Zienkiewicz (MPZ) constitutive model (Manzanal et al., 2011) employed in the same work.The authors believe that recognizing and dealing with uncertainties, such as the ones highlighted by the discussers, will provide additional insights for assessing the liquefaction vulnerability of tailings dam systems (Ledesma et al., 2022) using readily available deformation modelling tools.The authors would also like to highlight that the proposed procedure for assessing liquefaction vulnerability is not a triggering analysis. The proposed actions are not intended to be relevant or realistic for a given dam. However, they should be understood as numerical excursions around a stable configuration to check the stability of such equilibrium. Also, the proposed procedure could be completed using constitutive models other than MPZ. However, there are some key characteristics that the selected constitutive model should have and are described in more detail in Ledesma et al. (2022). |
publishDate |
2023 |
dc.date.none.fl_str_mv |
2023-01 |
dc.type.none.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion http://purl.org/coar/resource_type/c_6501 info:ar-repo/semantics/articulo |
format |
article |
status_str |
publishedVersion |
dc.identifier.none.fl_str_mv |
http://hdl.handle.net/11336/219093 Ledesma, Osvaldo Nicolas; Sfriso, Alejo Oscar Sfriso; Manzanal, Diego; Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D; Elsevier; Computers And Geotechnics; 153; 105063; 1-2023; 1-3 0266-352X CONICET Digital CONICET |
url |
http://hdl.handle.net/11336/219093 |
identifier_str_mv |
Ledesma, Osvaldo Nicolas; Sfriso, Alejo Oscar Sfriso; Manzanal, Diego; Closure to discussion of “Procedure for assessing the liquefaction vulnerability of tailings dams” by Ledesma, O, Sfriso, A, and Manzanal, D; Elsevier; Computers And Geotechnics; 153; 105063; 1-2023; 1-3 0266-352X CONICET Digital CONICET |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0266352X22004001 info:eu-repo/semantics/altIdentifier/doi/10.1016/j.compgeo.2022.105063 |
dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess https://creativecommons.org/licenses/by-nc-nd/2.5/ar/ |
eu_rights_str_mv |
openAccess |
rights_invalid_str_mv |
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/ |
dc.format.none.fl_str_mv |
application/pdf application/pdf application/pdf |
dc.publisher.none.fl_str_mv |
Elsevier |
publisher.none.fl_str_mv |
Elsevier |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
reponame_str |
CONICET Digital (CONICET) |
collection |
CONICET Digital (CONICET) |
instname_str |
Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.name.fl_str_mv |
CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas |
repository.mail.fl_str_mv |
dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar |
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1842979922117656576 |
score |
12.48226 |