<?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>0122-3461</journal-id>
<journal-title><![CDATA[Ingeniería y Desarrollo]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. Desarro.]]></abbrev-journal-title>
<issn>0122-3461</issn>
<publisher>
<publisher-name><![CDATA[Fundación Universidad del Norte]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0122-34612025000200155</article-id>
<article-id pub-id-type="doi">10.14482/inde.43.02.451.789</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Influence of the Addition of Reclaimed Asphalt Pavement (RAP) on the Performance of Hot Mix Asphalt Mixes]]></article-title>
<article-title xml:lang="es"><![CDATA[Influencia de la adición de pavimento asfáltico recuperado (RAP) en el comportamiento de las mezclas asfálticas en caliente]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[MORALES FOURNIER]]></surname>
<given-names><![CDATA[JESSIKA]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[ALONSO AENLLE]]></surname>
<given-names><![CDATA[ANADELYS]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[ACOSTA ALVAREZ]]></surname>
<given-names><![CDATA[DEBORA]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[TENZA-ABRIL]]></surname>
<given-names><![CDATA[ANTONIO JOSÉ]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[IVORRA CHORRO]]></surname>
<given-names><![CDATA[SALVADOR]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Tecnológica de La Habana  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Tecnológica de La Habana "José Antonio Echeverría"  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Tecnológica de La Habana "José Antonio Echeverría"  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Cuba</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad de Alicante Departamento de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Spain</country>
</aff>
<aff id="Af5">
<institution><![CDATA[,Universidad de Alicante Departamento de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Spain</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2025</year>
</pub-date>
<volume>43</volume>
<numero>2</numero>
<fpage>155</fpage>
<lpage>176</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0122-34612025000200155&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0122-34612025000200155&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0122-34612025000200155&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The use of recycled asphalt pavements serves as an alternative to reduce the reliance on non-renewable resources. The deteriorated pavement can be recycled as a feasible solution. It is therefore important to study the influence of this material on the behavior of the mixes. In this research, asphalt mixes with 10% and 20% RAP, in the 0-l0mm fraction, using two bitumen contents (4.0% and 4.5%) are studied. The mixes with RAP are compared with a conventional asphalt mix. Parameters such as Marshall stability and flow, water sensitivity, permanent deformation, and stiffness modulus were analyzed. The general results show that the behavior of the recycled mixes is similar to or better than the conventional mix. The best results were obtained for the addition of 20% RAP.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Las mezclas asfálticas recicladas han sido una alternativa para la reducción del empleo de materiales naturales no renovables. El material procedente del fresado o la demolición de los pavimentos deteriorados (RAP) ha sido una solución factible. Por ello es importante estudiar la influencia de este material en el comportamiento de las mezclas. En esta investigación se estudian mezclas asfálticas con empleo de l0 y 20 % de RAP, en la fracción 0-l0mm, empleando para su fabricación dos contenidos de asfalto (4,0 y 4,5 %). Las mezclas con RAP son comparadas con una mezcla asfáltica convencional (0 % RAP). Se analizaron parámetros como estabilidad y deformación Marshall, la sensibilidad al agua, la deformación permanente y el módulo de rigidez. Se obtuvo como resultado general que las mezclas recicladas presentan comportamientos similares y superiores a los de la mezcla convencional. Los mejores resultados se obtuvieron para la adición de 20 % de RAP.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[reclaimed asphalt pavement (RAP)]]></kwd>
<kwd lng="en"><![CDATA[rutting resistance]]></kwd>
<kwd lng="en"><![CDATA[stability]]></kwd>
<kwd lng="en"><![CDATA[stiffness modulus]]></kwd>
<kwd lng="es"><![CDATA[estabilidad]]></kwd>
<kwd lng="es"><![CDATA[módulo de rigidez]]></kwd>
<kwd lng="es"><![CDATA[pavimento asfáltico reciclado (RAP)]]></kwd>
<kwd lng="es"><![CDATA[resistencia a la rodadura]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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<label>[56]</label><nlm-citation citation-type="">
<source><![CDATA[Norma Secciones de firmes la Comunidad Valenciana]]></source>
<year>2009</year>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
