<?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>1405-7743</journal-id>
<journal-title><![CDATA[Ingeniería, investigación y tecnología]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. invest. y tecnol.]]></abbrev-journal-title>
<issn>1405-7743</issn>
<publisher>
<publisher-name><![CDATA[Universidad Nacional Autónoma de México, Facultad de Ingeniería]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S1405-77432019000300002</article-id>
<article-id pub-id-type="doi">10.22201/fi.25940732e.2019.20n3.026</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Experimentación reducida-controlada in situ del deslizamiento de suelo por efecto de flujo subsuperficial de agua]]></article-title>
<article-title xml:lang="en"><![CDATA[Reduced in situ experimentation of the soil slip by effect of subsurface water flow]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Teófilo-Salvador]]></surname>
<given-names><![CDATA[Eduardo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Morales-Reyes]]></surname>
<given-names><![CDATA[Guillermo Pedro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Muciño-Castañeda]]></surname>
<given-names><![CDATA[René]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Esteller-Alberich]]></surname>
<given-names><![CDATA[María Vicenta]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma del Estado de México Instituto Interamericano de Tecnología y Ciencias del Agua Laboratorio de Modelo Hidráulicos]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Autónoma del Estado de México Instituto Interamericano de Tecnología y Ciencias del Agua Laboratorio de Modelo Hidráulicos]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Autónoma del Estado de México Facultad de Ingeniería Laboratorio de Materiales]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad Autónoma del Estado de México Instituto Interamericano de Tecnología y Ciencias del Agua ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>09</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>09</month>
<year>2019</year>
</pub-date>
<volume>20</volume>
<numero>3</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S1405-77432019000300002&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S1405-77432019000300002&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S1405-77432019000300002&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Los desastres naturales, tal como los deslizamientos de suelo generan altos costos por daños a infraestructura civil, pérdidas humanas y alteración del entorno. El objetivo de esta investigación fue experimentar en campo el deslizamiento de una masa de suelo afectado por la presencia de flujo subsuperficial de agua. En Mayorazgo de León (Almoloya de Juárez), se muestreó suelo de la zona radicular y del límite superior de la zona no saturada (LSZNS) para su caracterización. Se diseñaron 16 escenarios combinando cobertura vegetal, enraizamiento, macroporos, densidad del suelo y grado de inclinación, en ellos se reprodujeron intensidades de precipitación aplicando el infiltrómetro de cilindros concéntricos rediseñado multifuncional. Con lo anterior, se obtuvo que la zona radicular fue más permeable que la capa subyacente, por lo que el LSZNS se definió como un plano de falla, sobre el cual se movilizó el flujo subsuperficial de agua. De un estado sobresaturado se presentó un proceso de escurrimiento-infiltración, con ello erosión hídrica, y la subsecuente aparición de grietas, ausencia de escurrimiento y el deslizamiento de suelo con la progresiva liberación del agua. Superada la capacidad máxima de infiltración de agua en el suelo, fue importante la interacción de la frecuencia de la duración de cierta intensidad de precipitación con su distribución en el suelo (vertical, lateral y superficial), además, la densidad del material permitió avanzar y mantener el flujo de agua a cierta profundidad.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Natural disasters, such as the landslides generate high costs by damages to civil infrastructure, human losses and alteration of the environment. The objective of this investigation was to experiment in the field the sliding of a land mass affected by the presence of subsurface water flow. In Mayorazgo of Leon (Almoloya of Juarez), soil of the root zone and of the upper limit of the unsaturated zone (LSZNS) were sampled for characterization. 16 scenarios were designed combining plant cover, rooting, macropores, soil density and degree of inclination, in them precipitation intensities were reproduced applying the multifunctional redesigned concentric cylinder infiltrometer. With the above, it was obtained that, the root zone was more permeable than the underlying layer, so the LSZNS was defined as a fault plane, on which the subsurface water flow was mobilized. From an oversaturated condition a runoff-infiltration process was presented, with water erosion, and the subsequent appearance of cracks, absence of runoff and soil slip with the progressive release of water. Exceeded the maximum capacity of infiltration of water into the soil, it was important the interaction of the frequency of duration of a certain precipitation intensity with its distribution on the ground (vertical, lateral and superficial), also, the density of the material allowed to advance and/or maintain the flow of water to a certain depth.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Desastres naturales]]></kwd>
<kwd lng="es"><![CDATA[infiltrómetro]]></kwd>
<kwd lng="es"><![CDATA[sobresaturación]]></kwd>
<kwd lng="es"><![CDATA[zona radicular]]></kwd>
<kwd lng="es"><![CDATA[precipitación]]></kwd>
<kwd lng="es"><![CDATA[densidad]]></kwd>
<kwd lng="en"><![CDATA[Natural disasters]]></kwd>
<kwd lng="en"><![CDATA[infiltrometer]]></kwd>
<kwd lng="en"><![CDATA[oversaturation]]></kwd>
<kwd lng="en"><![CDATA[root zone]]></kwd>
<kwd lng="en"><![CDATA[rainfall]]></kwd>
<kwd lng="en"><![CDATA[density]]></kwd>
</kwd-group>
</article-meta>
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