Percolation study for the capillary ascent of a liquid through a granular soil

Abstract. Capillary rise plays a crucial role in the construction of road embankments in flood zones, where hydrophobic compounds are added to the soil to suppress the rising of water and avoid possible damage of the pavement. Water rises through liquid bridges, trimers and enclosed volumes, and the...

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Autores:
Cárdenas Barrantes, Manuel Antonio
Tipo de recurso:
Fecha de publicación:
2017
Institución:
Universidad Nacional de Colombia
Repositorio:
Universidad Nacional de Colombia
Idioma:
spa
OAI Identifier:
oai:repositorio.unal.edu.co:unal/59341
Acceso en línea:
https://repositorio.unal.edu.co/handle/unal/59341
http://bdigital.unal.edu.co/56762/
Palabra clave:
5 Ciencias naturales y matemáticas / Science
53 Física / Physics
Ascenso capilar
Pavimiento
a estructura geom´etrica
Rights
openAccess
License
Atribución-NoComercial 4.0 Internacional
id UNACIONAL2_604b273de13a125bd43996c346c6b279
oai_identifier_str oai:repositorio.unal.edu.co:unal/59341
network_acronym_str UNACIONAL2
network_name_str Universidad Nacional de Colombia
repository_id_str
dc.title.spa.fl_str_mv Percolation study for the capillary ascent of a liquid through a granular soil
title Percolation study for the capillary ascent of a liquid through a granular soil
spellingShingle Percolation study for the capillary ascent of a liquid through a granular soil
5 Ciencias naturales y matemáticas / Science
53 Física / Physics
Ascenso capilar
Pavimiento
a estructura geom´etrica
title_short Percolation study for the capillary ascent of a liquid through a granular soil
title_full Percolation study for the capillary ascent of a liquid through a granular soil
title_fullStr Percolation study for the capillary ascent of a liquid through a granular soil
title_full_unstemmed Percolation study for the capillary ascent of a liquid through a granular soil
title_sort Percolation study for the capillary ascent of a liquid through a granular soil
dc.creator.fl_str_mv Cárdenas Barrantes, Manuel Antonio
dc.contributor.author.spa.fl_str_mv Cárdenas Barrantes, Manuel Antonio
dc.contributor.spa.fl_str_mv Muñoz Castaño, José Daniel
dc.subject.ddc.spa.fl_str_mv 5 Ciencias naturales y matemáticas / Science
53 Física / Physics
topic 5 Ciencias naturales y matemáticas / Science
53 Física / Physics
Ascenso capilar
Pavimiento
a estructura geom´etrica
dc.subject.proposal.spa.fl_str_mv Ascenso capilar
Pavimiento
a estructura geom´etrica
description Abstract. Capillary rise plays a crucial role in the construction of road embankments in flood zones, where hydrophobic compounds are added to the soil to suppress the rising of water and avoid possible damage of the pavement. Water rises through liquid bridges, trimers and enclosed volumes, and the void spaces among grains that could eventually take part of those capillary elements can eventually connect to form a path at disposal for capillary rise. The width and connectivity of that structure depends on the maximal half-length λ of a capillary bridge among the grains, which is a function of contact angle. Low λs generate a disconnect structure, with small clusters everywhere. On the contrary high λs create a percolating cluster of trimers and enclosed volumes that form a natural path for capillary rise. Hereby, we study the percolation transition of this geometric structure as a function of λ for a random dense packing of monodisperse spherical grains at volume fraction φ ' 0.63. We determined a percolation threshold for λc = (0.049 ± 0.004)R (with R the radius of the spheres), less than one fourth of the mean distance between neighbouring grains at that volume fraction. In addition, all critical exponents for the transition are in good agreement with those of size percolation in three dimensions, suggesting that the formation of trimers (i.e. the main components of the connected path for capillary rise) can be considered as randomly independent, a possible consequence of the random positions for the grains. The study combines capillary structures and percolation theory to investigate capillary rise through a granular medium. It constitutes an interesting novel approach and a new step in the understanding of this rich phenomenon
publishDate 2017
dc.date.issued.spa.fl_str_mv 2017
dc.date.accessioned.spa.fl_str_mv 2019-07-02T15:51:44Z
dc.date.available.spa.fl_str_mv 2019-07-02T15:51:44Z
dc.type.spa.fl_str_mv Trabajo de grado - Maestría
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/masterThesis
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/acceptedVersion
dc.type.content.spa.fl_str_mv Text
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status_str acceptedVersion
dc.identifier.uri.none.fl_str_mv https://repositorio.unal.edu.co/handle/unal/59341
dc.identifier.eprints.spa.fl_str_mv http://bdigital.unal.edu.co/56762/
url https://repositorio.unal.edu.co/handle/unal/59341
http://bdigital.unal.edu.co/56762/
dc.language.iso.spa.fl_str_mv spa
language spa
dc.relation.ispartof.spa.fl_str_mv Universidad Nacional de Colombia Sede Bogotá Facultad de Ciencias Departamento de Física
Departamento de Física
dc.relation.references.spa.fl_str_mv Cárdenas Barrantes, Manuel Antonio (2017) Percolation study for the capillary ascent of a liquid through a granular soil. Maestría thesis, Universidad Nacional de Colombia-Sede Bogotá.
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
institution Universidad Nacional de Colombia
bitstream.url.fl_str_mv https://repositorio.unal.edu.co/bitstream/unal/59341/1/ManuelCardenas.2016.pdf
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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_abf2Muñoz Castaño, José DanielCárdenas Barrantes, Manuel Antoniof9c12352-b72a-4024-92b3-91c43e6aeffc3002019-07-02T15:51:44Z2019-07-02T15:51:44Z2017https://repositorio.unal.edu.co/handle/unal/59341http://bdigital.unal.edu.co/56762/Abstract. Capillary rise plays a crucial role in the construction of road embankments in flood zones, where hydrophobic compounds are added to the soil to suppress the rising of water and avoid possible damage of the pavement. Water rises through liquid bridges, trimers and enclosed volumes, and the void spaces among grains that could eventually take part of those capillary elements can eventually connect to form a path at disposal for capillary rise. The width and connectivity of that structure depends on the maximal half-length λ of a capillary bridge among the grains, which is a function of contact angle. Low λs generate a disconnect structure, with small clusters everywhere. On the contrary high λs create a percolating cluster of trimers and enclosed volumes that form a natural path for capillary rise. Hereby, we study the percolation transition of this geometric structure as a function of λ for a random dense packing of monodisperse spherical grains at volume fraction φ ' 0.63. We determined a percolation threshold for λc = (0.049 ± 0.004)R (with R the radius of the spheres), less than one fourth of the mean distance between neighbouring grains at that volume fraction. In addition, all critical exponents for the transition are in good agreement with those of size percolation in three dimensions, suggesting that the formation of trimers (i.e. the main components of the connected path for capillary rise) can be considered as randomly independent, a possible consequence of the random positions for the grains. The study combines capillary structures and percolation theory to investigate capillary rise through a granular medium. It constitutes an interesting novel approach and a new step in the understanding of this rich phenomenonResumen: El ascenso capilar desempeña un papel crucial en la construcción de terraplenes en carreteras construidas en zonas de inundación, donde se agregan compuestos hidrofóbicos al suelo para prevenir el aumento de agua y evitar posibles daños en el pavimento. El agua se sube a través de puentes de liquido, trimers, volúmenes encerrados de liquido, y los espacios vacíos entre los granos que eventualmente podrían tomar parte de esos elementos capilares. Estas estructuras pueden llegar a conectarse para formar un camino probable para el ascenso capilar. Los tamaños y conectividad de esa estructura depende de la longitud máxima media λ de los puentes capilares entre los granos, la cual es función del ángulo de contacto. Para λs pequeños se da lugar a una estructura disconexa, con pequeños clusters a lo largo de todo el sistema. Por el contrario, para λs grandes se crea un cluster percolante de trimers y volúmenes encerrados que forman un camino natural para el ascenso capilar. Estudiamos la transición percolante de esta estructura geométrica como función de λ para un Random Dense Packing de granos esféricos monodispersos, con una fracción de volumen φ ' 0.63. Se determinó que el punto critico de percolación es λc = 0.049 ± 0.004)R (con R el radio de las esferas). Este valor es menos de una cuarta parte de la distancia media entre granos vecinos con esa fracción volumétrica. Además, también se calcularon los exponentes críticos que describen esta transición, los cuales están en buen acuerdo con los exponentes críticos para site percolation. Lo anterior sugiere que la formación de trimers (es decir, los componentes principales de los caminos para el ascenso capilar) puede considerarse como aleatoria, consecuencia de las posiciones aleatorias de los granos. El estudio combina las estructuras capilares y la teoría de la percolación para investigar el ascenso capilar a través de un medio granular. Esto constituye un enfoque diferente y un nuevo paso en la comprensión de este fenómeno.Maestríaapplication/pdfspaUniversidad Nacional de Colombia Sede Bogotá Facultad de Ciencias Departamento de FísicaDepartamento de FísicaCárdenas Barrantes, Manuel Antonio (2017) Percolation study for the capillary ascent of a liquid through a granular soil. Maestría thesis, Universidad Nacional de Colombia-Sede Bogotá.5 Ciencias naturales y matemáticas / Science53 Física / PhysicsAscenso capilarPavimientoa estructura geom´etricaPercolation study for the capillary ascent of a liquid through a granular soilTrabajo de grado - Maestríainfo:eu-repo/semantics/masterThesisinfo:eu-repo/semantics/acceptedVersionTexthttp://purl.org/redcol/resource_type/TMORIGINALManuelCardenas.2016.pdfapplication/pdf4093858https://repositorio.unal.edu.co/bitstream/unal/59341/1/ManuelCardenas.2016.pdfd0ac4a8b23f7659273a54c02b60f6520MD51THUMBNAILManuelCardenas.2016.pdf.jpgManuelCardenas.2016.pdf.jpgGenerated Thumbnailimage/jpeg3776https://repositorio.unal.edu.co/bitstream/unal/59341/2/ManuelCardenas.2016.pdf.jpg1d67f9caa78ae7809fbb3192af740924MD52unal/59341oai:repositorio.unal.edu.co:unal/593412023-04-01 23:05:32.891Repositorio Institucional Universidad Nacional de Colombiarepositorio_nal@unal.edu.co