Numerical analysis of soil desaturation by an air injection method

ABSTRACT : A numerical analysis is conducted to evaluate the effective radius of air advance (Reff ) in coarse-grained, saturated, sandy deposits improved by means of air injection (i.e., soil desaturation). It is well-known that the cyclic resistance to liquefaction of a saturated sandy deposit is...

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Autores:
Sepúlveda Cano, Sebastián
Vega Posada, Carlos Alberto
García Aristizabal, Edwin Fabián
Tipo de recurso:
Article of investigation
Fecha de publicación:
2023
Institución:
Universidad de Antioquia
Repositorio:
Repositorio UdeA
Idioma:
eng
OAI Identifier:
oai:bibliotecadigital.udea.edu.co:10495/33972
Acceso en línea:
https://hdl.handle.net/10495/33972
Palabra clave:
Calidad de los suelos
Soils - Quality
Licuefacción
Liquefaction
Análisis numérico
Numerical analysis
Mejoramiento de suelo
Desaturación del suelo
http://aims.fao.org/aos/agrovoc/c_34771
http://aims.fao.org/aos/agrovoc/c_a0c090bc
Rights
openAccess
License
http://creativecommons.org/licenses/by-nc-sa/2.5/co/
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oai_identifier_str oai:bibliotecadigital.udea.edu.co:10495/33972
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dc.title.spa.fl_str_mv Numerical analysis of soil desaturation by an air injection method
dc.title.translated.spa.fl_str_mv Análisis numérico de desaturación del suelo mediante un método de inyección de aire
title Numerical analysis of soil desaturation by an air injection method
spellingShingle Numerical analysis of soil desaturation by an air injection method
Calidad de los suelos
Soils - Quality
Licuefacción
Liquefaction
Análisis numérico
Numerical analysis
Mejoramiento de suelo
Desaturación del suelo
http://aims.fao.org/aos/agrovoc/c_34771
http://aims.fao.org/aos/agrovoc/c_a0c090bc
title_short Numerical analysis of soil desaturation by an air injection method
title_full Numerical analysis of soil desaturation by an air injection method
title_fullStr Numerical analysis of soil desaturation by an air injection method
title_full_unstemmed Numerical analysis of soil desaturation by an air injection method
title_sort Numerical analysis of soil desaturation by an air injection method
dc.creator.fl_str_mv Sepúlveda Cano, Sebastián
Vega Posada, Carlos Alberto
García Aristizabal, Edwin Fabián
dc.contributor.author.none.fl_str_mv Sepúlveda Cano, Sebastián
Vega Posada, Carlos Alberto
García Aristizabal, Edwin Fabián
dc.contributor.researchgroup.spa.fl_str_mv Grupo de Investigación en Infraestructura (GII)
dc.subject.lemb.none.fl_str_mv Calidad de los suelos
Soils - Quality
topic Calidad de los suelos
Soils - Quality
Licuefacción
Liquefaction
Análisis numérico
Numerical analysis
Mejoramiento de suelo
Desaturación del suelo
http://aims.fao.org/aos/agrovoc/c_34771
http://aims.fao.org/aos/agrovoc/c_a0c090bc
dc.subject.agrovoc.none.fl_str_mv Licuefacción
Liquefaction
Análisis numérico
Numerical analysis
dc.subject.proposal.spa.fl_str_mv Mejoramiento de suelo
Desaturación del suelo
dc.subject.agrovocuri.none.fl_str_mv http://aims.fao.org/aos/agrovoc/c_34771
http://aims.fao.org/aos/agrovoc/c_a0c090bc
description ABSTRACT : A numerical analysis is conducted to evaluate the effective radius of air advance (Reff ) in coarse-grained, saturated, sandy deposits improved by means of air injection (i.e., soil desaturation). It is well-known that the cyclic resistance to liquefaction of a saturated sandy deposit is highly affected by the presence of gas in the void space. A parametric study is performed to investigate the soil’s main hydraulic parameters and air-injection conditions of the transient gas affecting Reff and controlling the desaturation process. The effects of the a) soil-water characteristic curve, b) intrinsic permeability, c) injection pressure, and d) duration of air injection are investigated. It is shown that the injection pressure and soil’s intrinsic permeability are the main factors influencing the extent of Reff . The analysed cases showed that, for a fixed injection pressure, the soil will achieve a maximum value for Reff . This threshold value is reached more rapidly when the soil’s intrinsic permeability increases. The results aim to shorten existing knowledge gaps and contribute to the development of design methodologies for air-injection desaturation techniques.
publishDate 2023
dc.date.accessioned.none.fl_str_mv 2023-03-14T00:00:36Z
dc.date.available.none.fl_str_mv 2023-03-14T00:00:36Z
dc.date.issued.none.fl_str_mv 2023
dc.type.spa.fl_str_mv Artículo de investigación
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
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dc.identifier.citation.spa.fl_str_mv S. Sepúlveda-Cano, C. A. Vega-Posada, and E. F. García-Aristizabal, “ Numerical analysis of soil desaturation by an air injection method”, Rev.Fac.Ing.Univ.Antioquia, no. 107, pp. 39–52, May 2023.
dc.identifier.issn.none.fl_str_mv 0120-6230
dc.identifier.uri.none.fl_str_mv https://hdl.handle.net/10495/33972
dc.identifier.doi.none.fl_str_mv 10.17533/udea.redin.20220580
dc.identifier.eissn.none.fl_str_mv 2422-2844
identifier_str_mv S. Sepúlveda-Cano, C. A. Vega-Posada, and E. F. García-Aristizabal, “ Numerical analysis of soil desaturation by an air injection method”, Rev.Fac.Ing.Univ.Antioquia, no. 107, pp. 39–52, May 2023.
0120-6230
10.17533/udea.redin.20220580
2422-2844
url https://hdl.handle.net/10495/33972
dc.language.iso.spa.fl_str_mv eng
language eng
dc.relation.ispartofjournalabbrev.spa.fl_str_mv Rev. Fac. Ing. Univ. Antioquia
dc.relation.citationendpage.spa.fl_str_mv 52
dc.relation.citationissue.spa.fl_str_mv 107
dc.relation.citationstartpage.spa.fl_str_mv 39
dc.relation.ispartofjournal.spa.fl_str_mv Revista Facultad de Ingeniería Universidad de Antioquia
dc.rights.uri.*.fl_str_mv http://creativecommons.org/licenses/by-nc-sa/2.5/co/
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dc.publisher.spa.fl_str_mv Universidad de Antioquia, Facultad de Ingeniería
dc.publisher.place.spa.fl_str_mv Medellín, Colombia
institution Universidad de Antioquia
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spelling Sepúlveda Cano, SebastiánVega Posada, Carlos AlbertoGarcía Aristizabal, Edwin FabiánGrupo de Investigación en Infraestructura (GII)2023-03-14T00:00:36Z2023-03-14T00:00:36Z2023S. Sepúlveda-Cano, C. A. Vega-Posada, and E. F. García-Aristizabal, “ Numerical analysis of soil desaturation by an air injection method”, Rev.Fac.Ing.Univ.Antioquia, no. 107, pp. 39–52, May 2023.0120-6230https://hdl.handle.net/10495/3397210.17533/udea.redin.202205802422-2844ABSTRACT : A numerical analysis is conducted to evaluate the effective radius of air advance (Reff ) in coarse-grained, saturated, sandy deposits improved by means of air injection (i.e., soil desaturation). It is well-known that the cyclic resistance to liquefaction of a saturated sandy deposit is highly affected by the presence of gas in the void space. A parametric study is performed to investigate the soil’s main hydraulic parameters and air-injection conditions of the transient gas affecting Reff and controlling the desaturation process. The effects of the a) soil-water characteristic curve, b) intrinsic permeability, c) injection pressure, and d) duration of air injection are investigated. It is shown that the injection pressure and soil’s intrinsic permeability are the main factors influencing the extent of Reff . The analysed cases showed that, for a fixed injection pressure, the soil will achieve a maximum value for Reff . This threshold value is reached more rapidly when the soil’s intrinsic permeability increases. The results aim to shorten existing knowledge gaps and contribute to the development of design methodologies for air-injection desaturation techniques.RESUMEN : Se realiza un análisis numérico para evaluar el radio efectivo de avance del aire (Reff ) en depósitos arenosos saturados de grano grueso mejorados mediante inyección de aire (es decir, desaturación del suelo). Es bien sabido que la resistencia cíclica a la licuefacción de un depósito arenoso saturado se ve muy afectada por la presencia de gas en espacios vacíos. Se realiza un estudio paramétrico para investigar los principales parámetros hidráulicos del suelo y las condiciones transitorias de inyección del aire que afecta a Reff y controla el proceso de desaturación. Se investigan los efectos de a) la curva característica suelo-agua, b) la permeabilidad intrínseca, c) la presión de inyección y d) la duración de la inyección de aire. Se muestra que la presión de inyección y la permeabilidad intrínseca del suelo son los principales factores que influyen en la extensión de Reff . Los casos analizados mostraron que, para una presión de inyección fija, el suelo alcanzará un valor máximo de Reff . Este valor límite se alcanza más rápidamente cuando aumenta la permeabilidad intrínseca del suelo. Los resultados tienen como objetivo reducir las lagunas de conocimiento existentes y contribuir al desarrollo de metodologías de diseño para técnicas de desaturación por inyección de aire.COL015536714application/pdfengUniversidad de Antioquia, Facultad de IngenieríaMedellín, Colombiahttp://creativecommons.org/licenses/by-nc-sa/2.5/co/https://creativecommons.org/licenses/by-nc-sa/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Numerical analysis of soil desaturation by an air injection methodAnálisis numérico de desaturación del suelo mediante un método de inyección de aireArtículo de investigaciónhttp://purl.org/coar/resource_type/c_2df8fbb1https://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionCalidad de los suelosSoils - QualityLicuefacciónLiquefactionAnálisis numéricoNumerical analysisMejoramiento de sueloDesaturación del suelohttp://aims.fao.org/aos/agrovoc/c_34771http://aims.fao.org/aos/agrovoc/c_a0c090bcRev. Fac. Ing. Univ. 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