<?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>2007-6835</journal-id>
<journal-title><![CDATA[Revista ALCONPAT]]></journal-title>
<abbrev-journal-title><![CDATA[Rev. ALCONPAT]]></abbrev-journal-title>
<issn>2007-6835</issn>
<publisher>
<publisher-name><![CDATA[Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción A.C.]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S2007-68352019000200152</article-id>
<article-id pub-id-type="doi">10.21041/ra.v9i2.335</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Correlations between water absorption, electrical resistivity and compressive strength of concrete with different contents of pozzolan]]></article-title>
<article-title xml:lang="pt"><![CDATA[Correlações entre absorção de água, resistividade elétrica e resistência à compressão de concreto com diferentes teores de pozolana]]></article-title>
<article-title xml:lang="es"><![CDATA[Correlación entre la absorción de agua, la resistividad eléctrica y la resistencia a la compresión del hormigón con diferentes contenidos de puzolana]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medeiros Junior]]></surname>
<given-names><![CDATA[R. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Munhoz]]></surname>
<given-names><![CDATA[G. S.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medeiros]]></surname>
<given-names><![CDATA[M. H. F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Federal University of Parana Department of Civil Construction ]]></institution>
<addr-line><![CDATA[Curitiba ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2019</year>
</pub-date>
<volume>9</volume>
<numero>2</numero>
<fpage>152</fpage>
<lpage>166</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352019000200152&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352019000200152&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352019000200152&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This research confronts the following concrete properties: water absorptions (by immersion and capillarity), electrical resistivity and compressive strength. Concrete mixtures with two types of cement were tested. Results showed that concretes with higher content of pozzolan had higher resistivity and greater absorption by capillarity, for water/cement ratios lower than 0,60. This behavior is attributed to reduced pore diameters and microstructure densification. However, for water/cement ratio of 0,60, concrete with lower content of pozzolan presented higher absorption by capillarity. It was observed that the compressive strength and the electrical resistivity behaved inversely proportional to the water/cement ratio, and the absorption by immersion and capillarity are directly proportional to the water/cement ratio. Correlations with high determination coefficients were found between tests.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Essa pesquisa confronta as seguintes propriedades do concreto: absorção de água (por imersão e capilaridade), resistividade elétrica e resistência à compressão. Concretos com dois tipos de cimento foram ensaiados. Os resultados mostraram que os concretos com maior teor de pozolana apresentam maior resistividade e absorção por capilaridade, para relação água/cimento menor que 0,60. Esse comportamento é atribuído à redução no diâmetro dos poros. No entanto, para relação água/cimento de 0,60, concretos com menor teor de pozolana apresentaram maior absorção por capilaridade. Ademais, a resistência à compressão e a resistividade elétrica são inversamente proporcionais a relação água-cimento, enquanto que a absorção por imersão e capilaridade são diretamente proporcionais a relação água/cimento. Correlações com elevados coeficientes de determinação foram encontradas entre os ensaios.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Esta investigación correlaciona las siguientes propiedades: absorción de agua (por inmersión y capilaridad), resistividad eléctrica y resistencia a compresión. Se ensayaron dos tipos de hormigones con cementos diferentes. Los resultados mostraron que los hormigones con mayor contenido de puzolanas y relación agua-cemento menor que 0,60, presentaron mayor resistividad y absorción por capilaridad. Ese comportamiento se atribuye a la reducción del diámetro de los poros. Por otro lado, en los hormigones con relación agua/cemento de 0,60, pero con menor contenido de puzolanas, también se observó un aumento de la absorción por capilaridad. Como esperado, la resistencia a compresión y la resistividad eléctrica fueron inversamente proporcionales a la relación agua/cemento, en cuanto que la absorción por inmersión y capilaridad se mostraron directamente proporcionales a la relación agua/cemento. Las correlaciones encontradas entre los ensayos tuvieron altos coeficientes de determinación.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[durability]]></kwd>
<kwd lng="en"><![CDATA[concrete]]></kwd>
<kwd lng="en"><![CDATA[absorption]]></kwd>
<kwd lng="en"><![CDATA[resistivity]]></kwd>
<kwd lng="en"><![CDATA[compressive strength]]></kwd>
<kwd lng="pt"><![CDATA[durabilidade]]></kwd>
<kwd lng="pt"><![CDATA[concreto]]></kwd>
<kwd lng="pt"><![CDATA[absorção]]></kwd>
<kwd lng="pt"><![CDATA[resistividade]]></kwd>
<kwd lng="pt"><![CDATA[resistência à compressão]]></kwd>
<kwd lng="es"><![CDATA[durabilidad]]></kwd>
<kwd lng="es"><![CDATA[hormigón]]></kwd>
<kwd lng="es"><![CDATA[absorción]]></kwd>
<kwd lng="es"><![CDATA[resistividad]]></kwd>
<kwd lng="es"><![CDATA[resistencia a la compresión]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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