Critical parameters for measuring angle of stability in natural granular materials
- Autores
- Arias García, Pablo Andrés; Uñac, Rodolfo Omar; Vidales, Ana Maria; Lizcano, Arcesio
- Año de publicación
- 2011
- Idioma
- inglés
- Tipo de recurso
- artículo
- Estado
- versión publicada
- Descripción
- In this paper an experimental study of the measurement of stability angles for natural granular piles is presented. The critical dimensions needed for the determination of the angles according to the particle characteristics are established. The material used in the experiments was commonly coarse and fine aggregates used in road construction with a wide range of sizes. Grains were classified by size and characterized through shape factors, apparent density and compacity. The minimum size of the system necessary for measuring the angles of stability was determined depending on the type of experiment to be performed. Results are discussed in terms of the geometry of the different piles and the size of the system.
Fil: Arias García, Pablo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina
Fil: Uñac, Rodolfo Omar. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina
Fil: Vidales, Ana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina
Fil: Lizcano, Arcesio. Universidad de Los Andes; Venezuela - Materia
-
Stability Angle
Granular Pile - 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:11336/14098
Ver los metadatos del registro completo
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Critical parameters for measuring angle of stability in natural granular materialsArias García, Pablo AndrésUñac, Rodolfo OmarVidales, Ana MariaLizcano, ArcesioStability AngleGranular Pilehttps://purl.org/becyt/ford/1.3https://purl.org/becyt/ford/1In this paper an experimental study of the measurement of stability angles for natural granular piles is presented. The critical dimensions needed for the determination of the angles according to the particle characteristics are established. The material used in the experiments was commonly coarse and fine aggregates used in road construction with a wide range of sizes. Grains were classified by size and characterized through shape factors, apparent density and compacity. The minimum size of the system necessary for measuring the angles of stability was determined depending on the type of experiment to be performed. Results are discussed in terms of the geometry of the different piles and the size of the system.Fil: Arias García, Pablo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; ArgentinaFil: Uñac, Rodolfo Omar. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; ArgentinaFil: Vidales, Ana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; ArgentinaFil: Lizcano, Arcesio. Universidad de Los Andes; VenezuelaElsevier Science2011-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/14098Arias García, Pablo Andrés; Uñac, Rodolfo Omar; Vidales, Ana Maria; Lizcano, Arcesio; Critical parameters for measuring angle of stability in natural granular materials; Elsevier Science; Physica A: Statistical Mechanics And Its Applications; 390; 23-24; 11-2011; 4095-41040378-4371enginfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0378437111005024info:eu-repo/semantics/altIdentifier/doi/10.1016/j.physa.2011.06.055info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T09:33:50Zoai:ri.conicet.gov.ar:11336/14098instacron: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:34982025-09-29 09:33:51.045CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse |
dc.title.none.fl_str_mv |
Critical parameters for measuring angle of stability in natural granular materials |
title |
Critical parameters for measuring angle of stability in natural granular materials |
spellingShingle |
Critical parameters for measuring angle of stability in natural granular materials Arias García, Pablo Andrés Stability Angle Granular Pile |
title_short |
Critical parameters for measuring angle of stability in natural granular materials |
title_full |
Critical parameters for measuring angle of stability in natural granular materials |
title_fullStr |
Critical parameters for measuring angle of stability in natural granular materials |
title_full_unstemmed |
Critical parameters for measuring angle of stability in natural granular materials |
title_sort |
Critical parameters for measuring angle of stability in natural granular materials |
dc.creator.none.fl_str_mv |
Arias García, Pablo Andrés Uñac, Rodolfo Omar Vidales, Ana Maria Lizcano, Arcesio |
author |
Arias García, Pablo Andrés |
author_facet |
Arias García, Pablo Andrés Uñac, Rodolfo Omar Vidales, Ana Maria Lizcano, Arcesio |
author_role |
author |
author2 |
Uñac, Rodolfo Omar Vidales, Ana Maria Lizcano, Arcesio |
author2_role |
author author author |
dc.subject.none.fl_str_mv |
Stability Angle Granular Pile |
topic |
Stability Angle Granular Pile |
purl_subject.fl_str_mv |
https://purl.org/becyt/ford/1.3 https://purl.org/becyt/ford/1 |
dc.description.none.fl_txt_mv |
In this paper an experimental study of the measurement of stability angles for natural granular piles is presented. The critical dimensions needed for the determination of the angles according to the particle characteristics are established. The material used in the experiments was commonly coarse and fine aggregates used in road construction with a wide range of sizes. Grains were classified by size and characterized through shape factors, apparent density and compacity. The minimum size of the system necessary for measuring the angles of stability was determined depending on the type of experiment to be performed. Results are discussed in terms of the geometry of the different piles and the size of the system. Fil: Arias García, Pablo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina Fil: Uñac, Rodolfo Omar. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina Fil: Vidales, Ana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico San Luis. Instituto de Física Aplicada; Argentina. Universidad Nacional de San Luis; Argentina Fil: Lizcano, Arcesio. Universidad de Los Andes; Venezuela |
description |
In this paper an experimental study of the measurement of stability angles for natural granular piles is presented. The critical dimensions needed for the determination of the angles according to the particle characteristics are established. The material used in the experiments was commonly coarse and fine aggregates used in road construction with a wide range of sizes. Grains were classified by size and characterized through shape factors, apparent density and compacity. The minimum size of the system necessary for measuring the angles of stability was determined depending on the type of experiment to be performed. Results are discussed in terms of the geometry of the different piles and the size of the system. |
publishDate |
2011 |
dc.date.none.fl_str_mv |
2011-11 |
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/11336/14098 Arias García, Pablo Andrés; Uñac, Rodolfo Omar; Vidales, Ana Maria; Lizcano, Arcesio; Critical parameters for measuring angle of stability in natural granular materials; Elsevier Science; Physica A: Statistical Mechanics And Its Applications; 390; 23-24; 11-2011; 4095-4104 0378-4371 |
url |
http://hdl.handle.net/11336/14098 |
identifier_str_mv |
Arias García, Pablo Andrés; Uñac, Rodolfo Omar; Vidales, Ana Maria; Lizcano, Arcesio; Critical parameters for measuring angle of stability in natural granular materials; Elsevier Science; Physica A: Statistical Mechanics And Its Applications; 390; 23-24; 11-2011; 4095-4104 0378-4371 |
dc.language.none.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0378437111005024 info:eu-repo/semantics/altIdentifier/doi/10.1016/j.physa.2011.06.055 |
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 |
dc.publisher.none.fl_str_mv |
Elsevier Science |
publisher.none.fl_str_mv |
Elsevier Science |
dc.source.none.fl_str_mv |
reponame:CONICET Digital (CONICET) instname:Consejo Nacional de Investigaciones Científicas y Técnicas |
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CONICET Digital (CONICET) |
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CONICET Digital (CONICET) |
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Consejo Nacional de Investigaciones Científicas y Técnicas |
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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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1844613043224313856 |
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13.070432 |