Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content

Sandy pebble stratum is a typical discrete particle unstable stratum, mainly consisting of sand and pebble. However, the effect of coarse-grained content on the stability of stratum is not clear. This paper defined the sandy pebble soil of different coarse-grained content in Chengdu City, Sichuan Pr...

Full description

Autores:
Lu, Junfu
Li, Di
Xue, Xiaoqiang
Ling, Shenlin
Tipo de recurso:
Article of journal
Fecha de publicación:
2018
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/63560
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/63560
http://bdigital.unal.edu.co/64006/
Palabra clave:
55 Ciencias de la tierra / Earth sciences and geology
Sandy pebble soil
coarse-grained content
discrete element
macro-micromechanical properties
Suelo arenoso y guijarroso
contenido de grano grueso
elementos discretos
propiedades macro y micromecánicas
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
id UNACIONAL2_4cbf4cda51f2702dc79819317769190a
oai_identifier_str oai:repositorio.unal.edu.co:unal/63560
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
dc.title.spa.fl_str_mv Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
title Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
spellingShingle Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
55 Ciencias de la tierra / Earth sciences and geology
Sandy pebble soil
coarse-grained content
discrete element
macro-micromechanical properties
Suelo arenoso y guijarroso
contenido de grano grueso
elementos discretos
propiedades macro y micromecánicas
title_short Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
title_full Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
title_fullStr Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
title_full_unstemmed Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
title_sort Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content
dc.creator.fl_str_mv Lu, Junfu
Li, Di
Xue, Xiaoqiang
Ling, Shenlin
dc.contributor.author.spa.fl_str_mv Lu, Junfu
Li, Di
Xue, Xiaoqiang
Ling, Shenlin
dc.subject.ddc.spa.fl_str_mv 55 Ciencias de la tierra / Earth sciences and geology
topic 55 Ciencias de la tierra / Earth sciences and geology
Sandy pebble soil
coarse-grained content
discrete element
macro-micromechanical properties
Suelo arenoso y guijarroso
contenido de grano grueso
elementos discretos
propiedades macro y micromecánicas
dc.subject.proposal.spa.fl_str_mv Sandy pebble soil
coarse-grained content
discrete element
macro-micromechanical properties
Suelo arenoso y guijarroso
contenido de grano grueso
elementos discretos
propiedades macro y micromecánicas
description Sandy pebble stratum is a typical discrete particle unstable stratum, mainly consisting of sand and pebble. However, the effect of coarse-grained content on the stability of stratum is not clear. This paper defined the sandy pebble soil of different coarse-grained content in Chengdu City, Sichuan Province, China as the research object. Research on macro-mesomechanical properties of sandy pebble soil of different coarse-grained content was carried out using the method combining the indoor large-scale triaxial test of coarse-grained soil with the discrete element numerical triaxial test. The research results showed that the stress-strain curve of sandy pebble soil exhibited strain softening with the increase of coarse-grained content; when the confining pressure was the same, the stress peak increased and the strain when the peak was reached decreased gradually with the increase of coarse-grained content. It revealed the functional relationship between coarse-grained content and mechanical indexes of sandy pebble soil such as internal friction angle and cohesion. The internal friction angle and cohesion of sandy pebble soil linearly increased with the rise of coarse-grained material; it proposed the particle discrete element micro parameters of sandy pebble soil of different coarse-grained content, including contact modulus, friction coefficient, particle stiffness ratio, contact bond strength. The research results provided the theoretical support for the new design and construction of sandy pebble stratum project.
publishDate 2018
dc.date.issued.spa.fl_str_mv 2018-01-01
dc.date.accessioned.spa.fl_str_mv 2019-07-02T21:54:02Z
dc.date.available.spa.fl_str_mv 2019-07-02T21:54:02Z
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6501
dc.type.coarversion.spa.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.content.spa.fl_str_mv Text
dc.type.redcol.spa.fl_str_mv http://purl.org/redcol/resource_type/ART
format http://purl.org/coar/resource_type/c_6501
status_str publishedVersion
dc.identifier.issn.spa.fl_str_mv ISSN: 2339-3459
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/63560
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/64006/
identifier_str_mv ISSN: 2339-3459
url https://repositorio.unal.edu.co/handle/unal/63560
http://bdigital.unal.edu.co/64006/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.spa.fl_str_mv https://revistas.unal.edu.co/index.php/esrj/article/view/66105
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research Journal
Earth Sciences Research Journal
dc.relation.references.spa.fl_str_mv Lu, Junfu and Li, Di and Xue, Xiaoqiang and Ling, Shenlin (2018) Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content. Earth Sciences Research Journal, 22 (1). pp. 65-71. ISSN 2339-3459
dc.rights.spa.fl_str_mv Derechos reservados - Universidad Nacional de Colombia
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.license.spa.fl_str_mv Atribución-NoComercial 4.0 Internacional
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv Atribución-NoComercial 4.0 Internacional
Derechos reservados - Universidad Nacional de Colombia
http://creativecommons.org/licenses/by-nc/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ciencias - Departamento de Geociencia
institution Universidad Nacional de Colombia
bitstream.url.fl_str_mv https://repositorio.unal.edu.co/bitstream/unal/63560/1/66105-380290-1-PB.pdf
https://repositorio.unal.edu.co/bitstream/unal/63560/2/66105-380290-1-PB.pdf.jpg
bitstream.checksum.fl_str_mv 4c9beb54aec22b0c09cb7053dbfc8666
67e304f9793ddb9cf3ba14299e5b5d77
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
repository.name.fl_str_mv Repositorio Institucional Universidad Nacional de Colombia
repository.mail.fl_str_mv repositorio_nal@unal.edu.co
_version_ 1814089551473278976
spelling Atribución-NoComercial 4.0 InternacionalDerechos reservados - Universidad Nacional de Colombiahttp://creativecommons.org/licenses/by-nc/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Lu, Junfu1b2beac5-f38b-4dd5-a475-27837dc2c373300Li, Dibb6f7e0b-ca91-4780-af0d-f8a7d6db3d9c300Xue, Xiaoqiange80b213e-dce4-4281-a7b5-a8ac55e601e0300Ling, Shenlinb0ffb9d2-136c-4ba3-9b6b-623cac4fe1553002019-07-02T21:54:02Z2019-07-02T21:54:02Z2018-01-01ISSN: 2339-3459https://repositorio.unal.edu.co/handle/unal/63560http://bdigital.unal.edu.co/64006/Sandy pebble stratum is a typical discrete particle unstable stratum, mainly consisting of sand and pebble. However, the effect of coarse-grained content on the stability of stratum is not clear. This paper defined the sandy pebble soil of different coarse-grained content in Chengdu City, Sichuan Province, China as the research object. Research on macro-mesomechanical properties of sandy pebble soil of different coarse-grained content was carried out using the method combining the indoor large-scale triaxial test of coarse-grained soil with the discrete element numerical triaxial test. The research results showed that the stress-strain curve of sandy pebble soil exhibited strain softening with the increase of coarse-grained content; when the confining pressure was the same, the stress peak increased and the strain when the peak was reached decreased gradually with the increase of coarse-grained content. It revealed the functional relationship between coarse-grained content and mechanical indexes of sandy pebble soil such as internal friction angle and cohesion. The internal friction angle and cohesion of sandy pebble soil linearly increased with the rise of coarse-grained material; it proposed the particle discrete element micro parameters of sandy pebble soil of different coarse-grained content, including contact modulus, friction coefficient, particle stiffness ratio, contact bond strength. The research results provided the theoretical support for the new design and construction of sandy pebble stratum project.La capa de arena guijosa es un manto típico de partículas inestables que consisten principalmente de arena y guijarros. Sin embargo, el efecto del contenido de grano grueso en la estabilidad de la capa no es claro. El área de investigación en este estudio es la ciudad de Chengdu, provincia de Sichuan, en China. Allí se tomaron muestras de diferente clasificación granulométrica para analizar las propiedades macro y mesomecánicas del suelo de arena guijosa a través del método combinado de la prueba triaxial a gran escala en laboratorio para suelos de grano grueso con la prueba triaxial numérica de elementos discretos. Los resultados de la investigación muestran que la curva del ensayo de tracción en suelos de arena guijosa presenta un aplacamiento en la presión con el incremento del contenido de grano grueso. Cuando la presión de confinamiento fue la misma, el pico de esfuerzo se incrementó y la presión empezó a caer gradualmente cuando se alcanzó el pico con el incremento del contenido de grano grueso. Esto revela la relación funcional entre el contenido de grano grueso y los indicadores mecánicos para suelos de arena guijosa como el ángulo de fricción interna y la cohesión; estos factores se incrementaron con el aumento del material de grano grueso. Esto sugiere los microparámetros de particulas de elementos discretos en este tipo de suelos, que incluyen el modulo de contacto, el coeficiente de fricción, la proporción de rigidez de partículas y la fuerza del vínculo de contacto. Los resultados de la investigación proporcionan el apoyo teórico para el diseño y construcción de nuevos proyectos sobre la capa arenosa y guijarrosa.application/pdfspaUniversidad Nacional de Colombia - Sede Bogotá - Facultad de Ciencias - Departamento de Geocienciahttps://revistas.unal.edu.co/index.php/esrj/article/view/66105Universidad Nacional de Colombia Revistas electrónicas UN Earth Sciences Research JournalEarth Sciences Research JournalLu, Junfu and Li, Di and Xue, Xiaoqiang and Ling, Shenlin (2018) Macro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained Content. Earth Sciences Research Journal, 22 (1). pp. 65-71. ISSN 2339-345955 Ciencias de la tierra / Earth sciences and geologySandy pebble soilcoarse-grained contentdiscrete elementmacro-micromechanical propertiesSuelo arenoso y guijarrosocontenido de grano gruesoelementos discretospropiedades macro y micromecánicasMacro-Micromechanical Properties of Sandy Pebble Soil of Different Coarse-Grained ContentArtículo de revistainfo:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1http://purl.org/coar/version/c_970fb48d4fbd8a85Texthttp://purl.org/redcol/resource_type/ARTORIGINAL66105-380290-1-PB.pdfapplication/pdf901049https://repositorio.unal.edu.co/bitstream/unal/63560/1/66105-380290-1-PB.pdf4c9beb54aec22b0c09cb7053dbfc8666MD51THUMBNAIL66105-380290-1-PB.pdf.jpg66105-380290-1-PB.pdf.jpgGenerated Thumbnailimage/jpeg7637https://repositorio.unal.edu.co/bitstream/unal/63560/2/66105-380290-1-PB.pdf.jpg67e304f9793ddb9cf3ba14299e5b5d77MD52unal/63560oai:repositorio.unal.edu.co:unal/635602024-04-29 23:11:12.928Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co