<?xml version="1.0" encoding="ISO-8859-1"?><article xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance">
<front>
<journal-meta>
<journal-id>0123-921X</journal-id>
<journal-title><![CDATA[Tecnura]]></journal-title>
<abbrev-journal-title><![CDATA[Tecnura]]></abbrev-journal-title>
<issn>0123-921X</issn>
<publisher>
<publisher-name><![CDATA[Universidad Distrital Francisco José de Caldas]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0123-921X2021000200140</article-id>
<article-id pub-id-type="doi">10.14483/22487638.16282</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Revisión literaria y modelación de la desaturación de un suelo arenoso por medio del método de inyección de aire]]></article-title>
<article-title xml:lang="en"><![CDATA[Literature review and modelling of the desaturation of a sandy soil by means of the air injection method]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sepúlveda Cano]]></surname>
<given-names><![CDATA[Sebastián]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Vega-Posada]]></surname>
<given-names><![CDATA[Carlos Alberto]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[García Aristizábal]]></surname>
<given-names><![CDATA[Edwin Fabián]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad de Antioquia (UdeA)  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad de Antioquia Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad de Antioquia  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2021</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2021</year>
</pub-date>
<volume>25</volume>
<numero>68</numero>
<fpage>140</fpage>
<lpage>164</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0123-921X2021000200140&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0123-921X2021000200140&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0123-921X2021000200140&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen  Contexto: En los últimos años, la comunidad científica ha discutido la posibilidad y la efectividad de disminuir el grado de saturación del suelo como una medida para mejorar la resistencia mecánica de las arenas saturadas licuables. Por esta razón, se han propuesto y probado varias metodologías para introducir burbujas de gas en el suelo. Además, es bien sabido que la disminución del grado de saturación del suelo, al inducir una pequeña cantidad de aire, restringe el desarrollo de exceso de presión de poros y aumenta significativamente su resistencia cíclica.  Método:  Se proporciona una visión general de la tecnología de inyección de aire para inducir un grado de saturación parcial, mediante la selección de algunos artículos de alta calidad y la revisión literaria sistemática. Asimismo, se desarrolla un modelo de flujo multifásico y se lleva a cabo un análisis numérico para describir la evolución, en el tiempo y en el espacio, de la desaturación del suelo, para lo cual se investiga numéricamente la longitud del avance del frente de aire durante la inyección.  Resultados:  Se reconoce hacia dónde se dirige la investigación futura relacionada con la inyección de aire, como medida de mejoramiento de suelos arenosos licuables. Además, se entrega un estudio paramétrico transitorio evaluando la permeabilidad del suelo, inyectabilidad de aire, presiones de inyección, y radio de desaturación de la región de interés.  Conclusiones: El trabajo destaca hallazgos e identifica enfoques de investigadores, mediante observaciones, para lo cual se reconocen limitaciones y lagunas de conocimiento. Finalmente, los resultados numéricos indican que la evolución de la desaturación está controlada activamente por la presión de inyección de aire y la permeabilidad del suelo.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract  Context:  In recent years, the scientific community has discussed the possibility and effectiveness of decreasing the degree of soil saturation as a measure to improve the mechanical resistance of liquefiable saturated sands. For this reason, several methodologies have been proposed and tested to introduce gas bubbles into the soil. Furthermore, it is well known that decreasing the degree of soil saturation by inducing a small amount of air restricts the development of excess pore pressure and significantly increases the cyclic resistance of the soil.  Methodology: An overview of air injection technology to induce a degree of partial saturation is provided by selecting high quality articles through a systematic literature review. In addition, a multiphase flow model is developed and a numerical analysis is carried out to describe the evolution, in time and space, of the desaturation of the soil, investigating numerically the length of the air front advance during injection.  Results: It is recognized where future research related to air injection as a measure of liquefiable sandy soil improvement is moving. In addition, a parametric transient study is provided evaluating soil permeability, air injectivity, injection pressures, and desaturation rate of the region of interest.  Conclusions: The study highlights findings and identifies researcher approaches, making observations, recognizing limitations and knowledge gaps. Finally, the numerical results obtained indicate that the evolution of desaturation is actively controlled by air injection pressure and soil permeability.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[desaturación de suelo]]></kwd>
<kwd lng="es"><![CDATA[licuefacción]]></kwd>
<kwd lng="es"><![CDATA[mejoramiento de suelos.]]></kwd>
<kwd lng="en"><![CDATA[liquefaction]]></kwd>
<kwd lng="en"><![CDATA[soil improvement]]></kwd>
<kwd lng="en"><![CDATA[soil desaturation.]]></kwd>
</kwd-group>
</article-meta>
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