<?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>0123-7799</journal-id>
<journal-title><![CDATA[TecnoLógicas]]></journal-title>
<abbrev-journal-title><![CDATA[TecnoL.]]></abbrev-journal-title>
<issn>0123-7799</issn>
<publisher>
<publisher-name><![CDATA[Instituto Tecnológico Metropolitano - ITM]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0123-77992022000100300</article-id>
<article-id pub-id-type="doi">10.22430/22565337.2080</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Metodologías empleadas para la producción de concreto permeable usando parcialmente materiales reciclados como agregados: una revisión literaria]]></article-title>
<article-title xml:lang="en"><![CDATA[Methodologies to Produce Pervious Concrete Partially Using Recycled Materials as Aggregates: A Literature Review]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ayala-López]]></surname>
<given-names><![CDATA[Jhon Emanuel]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gil-Ahumada]]></surname>
<given-names><![CDATA[Elmer]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cornejo-Ramos]]></surname>
<given-names><![CDATA[Rosario Dolores]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Muñoz-Pérez]]></surname>
<given-names><![CDATA[Sócrates Pedro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Lambayeque ]]></addr-line>
<country>Peru</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Lambayeque ]]></addr-line>
<country>Peru</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Lambayeque ]]></addr-line>
<country>Peru</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad Señor de Sipán  ]]></institution>
<addr-line><![CDATA[Lambayeque ]]></addr-line>
<country>Peru</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2022</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2022</year>
</pub-date>
<volume>25</volume>
<numero>53</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0123-77992022000100300&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0123-77992022000100300&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0123-77992022000100300&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen El objetivo de la presente revisión fue recopilar y discutir literatura científica sobre metodologías empleadas para la producción y elaboración del concreto innovador &#8220;concreto permeable&#8221;, como alternativa de diseño en pavimentos, con el remplazo parcial de agregado grueso por agregados reciclados, como látex de caucho al 5 % y 8 % por peso de cemento, ceniza volante entre el 0 % y el 70 % por volumen del cemento, y fibra de carbono al 0.27 % y 0.4 % por peso de agregado grueso. Esta revisión de literatura implicó seleccionar las publicaciones más relevantes, para los períodos del 2015 al 2021 en bases de datos indexadas Scopus, Scielo, ScienceDirect, y Latindex; enfocándose en múltiples parámetros como: &#8220;materiales residuales, coeficiente de permeabilidad, concreto permeable, grado de porosidad y ensayos de laboratorio para el concreto permeable&#8221;. Los resultados muestran que la resistencia a la compresión varía entre 0.5 MPa y 97.3 MPa, resistencia a la tracción entre 1.6 MPa y 5.29 MPa y la permeabilidad entre 4.63 mm/s y 10.2 mm/s, donde el porcentaje idóneo del uso de ceniza volante para la obtención óptima de concreto permeable es hasta el 20 %, que, excediendo este porcentaje, afecta negativamente sus propiedades mecánicas. En conclusión, el &#8220;concreto permeable&#8221; se sitúa dentro de los rangos establecidos según normativa: 17.5 MPa, 2.6 MPa, 6.1 mm/s, respectivamente; por ende, adquiere un valor sustancial, contribuyendo con la mejora del nivel microestructural y mayor durabilidad, siendo ventajoso y útil en los tiempos modernos.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The objective of this literature review was to compile and discuss the scientific literature on methodologies used to produce and manufacture pervious concrete, an innovative design alternative in pavements. In pervious concrete, coarse aggregates are partially replaced with recycled aggregates; for instance, rubber latex at 5 % and 8 % by weight of cement, fly ash between 0 % and 70 % by volume of cement, and carbon fiber at 0.27 % and 0.4 % by weight of coarse aggregate. For this literature review, we selected the most relevant publications from 2015 to 2021 indexed in the Scopus, Scielo, ScienceDirect, and Latindex databases using keywords such as &#8220;residual materials&#8221;, &#8220;coefficient of permeability&#8221;, &#8220;pervious concrete&#8221;, &#8220;degree of porosity&#8221;, and &#8220;laboratory tests for pervious concrete&#8221;. The results show that the compressive strength of this material varies between 0.5 MPa and 97.3 MPa; its tensile strength, between 1.6 MPa and 5.29 MPa; and its permeability, between 4.63 mm/s and 10.2 mm/s. The desirable percentage of fly ash to optimize pervious concrete is up to 20 %; higher values negatively affect its mechanical properties. In conclusion, pervious concrete presents parameters within the ranges established by regulations: compressive strength, 17.5 MPa; tensile strength, 2.6 MPa; and permeability, 6.1 mm/s. Therefore, it has significant value because it contributes to microstructural level enhancement and greater durability, which makes it an advantageous and useful product in modern times.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Concreto permeable]]></kwd>
<kwd lng="es"><![CDATA[ensayos de laboratorio]]></kwd>
<kwd lng="es"><![CDATA[materiales residuales]]></kwd>
<kwd lng="es"><![CDATA[permeabilidad]]></kwd>
<kwd lng="es"><![CDATA[porosidad]]></kwd>
<kwd lng="en"><![CDATA[Pervious concrete]]></kwd>
<kwd lng="en"><![CDATA[laboratory tests]]></kwd>
<kwd lng="en"><![CDATA[residual materials]]></kwd>
<kwd lng="en"><![CDATA[permeability]]></kwd>
<kwd lng="en"><![CDATA[porosity]]></kwd>
</kwd-group>
</article-meta>
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