<?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>2422-4200</journal-id>
<journal-title><![CDATA[Revista Logos Ciencia & Tecnología]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. logos cienc. tecnol.]]></abbrev-journal-title>
<issn>2422-4200</issn>
<publisher>
<publisher-name><![CDATA[Policía Nacional de Colombia]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2422-42002019000300010</article-id>
<article-id pub-id-type="doi">10.22335/rlct.v11i3.861</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Behavior of thermally treated kaolin filler in an asphalt concrete mixture]]></article-title>
<article-title xml:lang="es"><![CDATA[Comportamiento de un caolín tratado térmicamente como llenante mineral en una mezcla de concreto asfáltico]]></article-title>
<article-title xml:lang="pt"><![CDATA[Comportamento de um caulim tratado termicamente como fíler em uma mistura asfáltica quente]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Marín-García]]></surname>
<given-names><![CDATA[Bryan Felmawer]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Jiménez-Jiménez]]></surname>
<given-names><![CDATA[Omar Javier]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Rondón-Quintana]]></surname>
<given-names><![CDATA[Hugo Alexander]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Pedagógica y Tecnológica de Colombia  ]]></institution>
<addr-line><![CDATA[Tunja ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Distrital Francisco José de Caldas  ]]></institution>
<addr-line><![CDATA[Bogotá ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2019</year>
</pub-date>
<volume>11</volume>
<numero>3</numero>
<fpage>10</fpage>
<lpage>17</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S2422-42002019000300010&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S2422-42002019000300010&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S2422-42002019000300010&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[SUMMARY In this study an industrial kaolin was subjected to high temperatures for one and two hours in order to eliminate plasticity and swelling properties. This heat-treated kaolin (HTK) was then evaluated for use as a substitute for natural mineral filler (passing No. 200 sieve; 6% by total mass of aggregate) in a Hot Mix Asphalt (HMA). The Marshall stability and flow test and Indirect Tensile Strength (ITS) test were performed to evaluate responses of HMA mixtures. X-ray diffractometry (XRD) and X-ray fluorescence (XRF) tests were carried out on kaolin (with and without thermal treatment). Effects of temperature and time of exposure on the penetration index (PI) and free swell index (FSI) of the HTK are also presented. Increased resistance under monotonic load and moisture damage was found when the natural mineral filler was completely replaced by the HTK. In contrast, when kaolin (K) that has not been heat-treated is used resistance and damage noticeably decrease especially in the presence of water.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN En el presente estudio, un caolín de origen industrial fue sometido a altas temperaturas durante una y dos horas con el propósito de eliminar sus propiedades de plasticidad y expansión. Este caolín tratado térmicamente (KT) fue utilizado para evaluar su posible uso como sustituto de un llenante mineral (porcentaje pasa 200 en un ensayo de granulometría; 6% de la masa total del agregado) de origen natural en una mezcla de concreto asfáltico (HMA). Para evaluar la respuesta de las mezclas HMA fueron ejecutados ensayos de resistencia Marshall y tracción indirecta (ITS). Se realizaron pruebas de difractometría de rayos X (DRX) y fluorescencia de rayos X (XRF) sobre el caolín (con y sin tratamiento térmico). También se presenta el efecto de la temperatura y el tiempo de exposición sobre los índices de penetración (PI) y expansión libre (FSI) de la KT. Como conclusión general se reporta un incremento en la resistencia bajo carga monotónica y al daño por humedad cuando espejo sustituye totalmente el llenante mineral natural por la KT. Contrario a lo anterior, si el caolín se utiliza sin tratar térmicamente (K), dichas resistencias disminuyen ostensiblemente, principalmente en presencia del agua.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[SUMÁRIO No presente estudo, um caulim de origem industrial foi submetido a altas temperaturas por 1 e 2 horas, a fim de eliminar suas propriedades de plasticidade e expansão. Este caulim tratado termicamente (KT) foi utilizado para avaliar sua possível utilização como substituto de um fíler de origem natural em uma mistura asfáltica quente. Testes de resistência Marshall e tração indireta foram realizados para avaliar a resposta das misturas. Testes de difratometria de raios X (DRX) e fluorescência de raios X (XRF) foram realizados no caulim (com e sem tratamento térmico). O efeito da temperatura e tempo de exposição nos índices de penetração (PI) e expansão livre (FSI) do KT também é apresentado. Como conclusão geral, um aumento na resistência Marshall e dano por umidade é obtido quando o fíler natural é completamente substituído pelo KT. Em contraste com o acima exposto, se o caulim é utilizado sem tratamento térmico (K), as referidas resistências diminuem ostensivamente, principalmente na presença de água.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[kaolin]]></kwd>
<kwd lng="en"><![CDATA[filler]]></kwd>
<kwd lng="en"><![CDATA[thermal treatment]]></kwd>
<kwd lng="en"><![CDATA[hot mix asphalt]]></kwd>
<kwd lng="es"><![CDATA[Caolín]]></kwd>
<kwd lng="es"><![CDATA[llenante mineral]]></kwd>
<kwd lng="es"><![CDATA[tratamiento térmico]]></kwd>
<kwd lng="es"><![CDATA[concreto asfáltico]]></kwd>
<kwd lng="pt"><![CDATA[Caulim]]></kwd>
<kwd lng="pt"><![CDATA[fíler]]></kwd>
<kwd lng="pt"><![CDATA[tratamento térmico]]></kwd>
<kwd lng="pt"><![CDATA[mistura asfáltica quente]]></kwd>
</kwd-group>
</article-meta>
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