<?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>2215-3705</journal-id>
<journal-title><![CDATA[Infraestructura Vial]]></journal-title>
<abbrev-journal-title><![CDATA[Infraestructura Vial]]></abbrev-journal-title>
<issn>2215-3705</issn>
<publisher>
<publisher-name><![CDATA[Universidad de Costa Rica, Laboratorio Nacional de Materiales y Modelos Estructurales]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2215-37052015000200023</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[A model to predict changes in resilient modulus resulting from wetting and drying]]></article-title>
<article-title xml:lang="es"><![CDATA[Modelo para predecir los cambios en el módulo de resiliencia debidos a humedecimiento y secado]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Perez-Garcia]]></surname>
<given-names><![CDATA[Natalia]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Fredlund]]></surname>
<given-names><![CDATA[Delwyn]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Garnica-Anguas]]></surname>
<given-names><![CDATA[Paul]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mestas-Martinez]]></surname>
<given-names><![CDATA[Noe]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Mexican Transportation Institute  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>MX</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Golder Associates  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>MX</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Mexican Transportation Institute  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>MX</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Oaxaca Institute of Technology  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>MX</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2015</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2015</year>
</pub-date>
<volume>17</volume>
<numero>30</numero>
<fpage>23</fpage>
<lpage>30</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_arttext&amp;pid=S2215-37052015000200023&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_abstract&amp;pid=S2215-37052015000200023&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.sa.cr/scielo.php?script=sci_pdf&amp;pid=S2215-37052015000200023&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[AbstractThe resilient modulus of a soil is an important parameter needed for pavement design. However, this parameter experiences post-compaction seasonal changes during the service life of the pavement as a result of wetting or drying of the soil during dry or rainy periods. Variations in the resilient modulus should be introduced into pavement design methodologies. Research literature shows resilient modulus results from other countries; however, the information is scarce for Mexican soils. In this paper, the authors show results of a research carried out in the laboratory to evaluate a model for the prediction of the effect of wetting and drying on the resilient modulus of soils classified as clays, silt, and sand. Several samples were prepared at optimum conditions using the Proctor standard test. Some specimens were then dried by allowing a loss of water through evaporation while others were allowed to gain water through capillarity (assumed to simulate post-compaction conditions). After the samples were conditioned to new water contents, resilient modulus tests were performed following the NCHRP 1-28A protocol. The results show that the resilient modulus can be predicted using a model which is a function of the deviator stress and confining pressure (i.e., (&#963;d/&#963;3)) and the variation of water content from optimum water content conditions (i.e., the condition after field compaction). The R2 between predicted and measured results was 84.1%.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[ResumenEl módulo de resiliencia es uno de los parámetros más importantes para el diseño de pavimentos, sin embargo, éste no se mantiene constante después de la construcción de la obra sino que presenta cambios estacionales debidos a humedecimiento o secado de los materiales. Por tanto, los cambios en este parámetro deben ser contemplados en el diseño. La literatura sobre este tema es amplia para países extranjeros, sin embargo, para México es escasa. En este artículo los autores muestran resultados de una investigación cuyo objetivo fue obtener un modelo para predecir los cambios en el módulo de resiliencia debidos a humedecimiento o secado de suelos como arcillas, limo y arena. La metodología fue preparar varios especímenes en el óptimo de compactación (con respecto a la prueba Proctor estándar); posteriormente varios especímenes se humedecieron por capilaridad y otros se secaron al aire, con el propósito de simular condiciones posteriores a la construcción. Después del acondicionamiento de los especímenes, éstos fueron ensayados en la prueba de módulo de resiliencia de acuerdo con el protocolo NCHRP 1-28A. Los resultados indicaron que el módulo de resiliencia puede predecirse usando un modelo en función del esfuerzo desviador y del confinamiento (&#963;d/&#963;3) y la variación del contenido de agua con respecto a la humedad óptima. Al graficar los datos de módulo de resiliencia obtenidos en laboratorio contra los predichos con el modelo se obtuvo un valor de coeficiente de correlación (R2) de 84.1%, lo cual indica que el modelo es adecuado para predecir este parámetro.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[Pavement design]]></kwd>
<kwd lng="en"><![CDATA[repeated loading triaxial tests]]></kwd>
<kwd lng="en"><![CDATA[drying and wetting paths]]></kwd>
<kwd lng="en"><![CDATA[resilient modulus model]]></kwd>
<kwd lng="es"><![CDATA[diseño de pavimento]]></kwd>
<kwd lng="es"><![CDATA[pruebas triaxiales de carga repetida]]></kwd>
<kwd lng="es"><![CDATA[trayectorias de humedecimiento y secado]]></kwd>
<kwd lng="es"><![CDATA[modelo de módulo de resiliencia]]></kwd>
</kwd-group>
</article-meta>
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