<?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>S2007-68352017000100003</article-id>
<article-id pub-id-type="doi">10.21041/ra.v7i1.172</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[¿Los aditivos de impermeabilización cristalina afectan al comportamiento de retracción plástica restringida del concreto?]]></article-title>
<article-title xml:lang="en"><![CDATA[Do crystalline water proofing admixtures affect restrained plastic shrinkage behavior of concrete?]]></article-title>
<article-title xml:lang="pt"><![CDATA[As adições cristalinas impermeabilizantes afetam o comportamento da retração plástica do concreto?]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Gupta]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Biparva]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,University of Victoria Faculty of Engineering Department of Civil Engineering]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Canada</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Kryton International Inc. Research and Development Department ]]></institution>
<addr-line><![CDATA[Vancouver ]]></addr-line>
<country>Canada</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2017</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2017</year>
</pub-date>
<volume>7</volume>
<numero>1</numero>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352017000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352017000100003&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352017000100003&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN Este artículo describe el efecto de las mezclas cristalinas de impermeabilización sobre el agrietamiento en concreto a temprana edad. El rendimiento de tres tipos diferentes de estos aditivos se comparó con el de control. Este estudio se ha realizado en dos etapas: la primera se realizó bajo condiciones especificadas por ASTM y la segunda fue una modificación de la primera, en la que se usaron condiciones de secado más severas que las descritas en la norma de ensayo ASTM. Estas condiciones modificadas simulaban un curado inadecuado en condiciones extremas de exposición como las experimentadas por el concreto en muchas partes del mundo. Los resultados de la prueba indican que los aditivos de impermeabilización cristalina pueden reducir eficazmente el agrietamiento por retracción a edad temprana. Las posibles razones de esta ventaja secundaria son también supuestas en este trabajo.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT This paper describes the effect of crystalline water proofing admixtures on early-age cracking in concrete. The performance of three different types of these admixtures was compared to that of control. This study has been performed in two stages. Stage one was performed under ASTM specified conditions and a modified stage where more severe drying conditions than that described in the ASTM test standard were used. These modified conditions simulated inadequate curing under extreme exposure conditions as experienced by concrete in many parts of the world. The test results indicate that the water proofing admixtures can effectively reduce the early-age shrinkage cracking. The possible reasons for this secondary advantage of crystalline water proofing admixture is also hypothesized in this paper.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO Este artigo descreve o efeito de aditivos de impermeabilização cristalina na fissuração precoce em concreto. O desempenho de três diferentes tipos destas adições foi comparado com o de controle. Este estudo foi realizado em duas etapas. A fase 1 foi realizada sob as condições especificadas na ASTM e uma fase modificada onde foram utilizadas condições de secagem mais severas do que as descritas na norma de ensaio ASTM. Estas condições modificadas simulam uma cura inadequada em condições extremas de exposição, tal como experimentado pelo concreto em muitas partes do mundo. Os resultados do ensaio indicam que as adições impermeabilizantes podem efetivamente reduzir as fissuras de retração. As possíveis razões para esta vantagem secundária da adição impermeabilizante cristalina também são discutidas neste artigo.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[agrietamiento por retracción plástica restringida]]></kwd>
<kwd lng="es"><![CDATA[mezclas cristalinas de impermeabilización]]></kwd>
<kwd lng="es"><![CDATA[relación de reducción de grietas]]></kwd>
<kwd lng="es"><![CDATA[tiempo para la primera grieta]]></kwd>
<kwd lng="en"><![CDATA[restrained plastic shrinkage cracking]]></kwd>
<kwd lng="en"><![CDATA[crystalline water proofing admixtures]]></kwd>
<kwd lng="en"><![CDATA[crack reduction ratio]]></kwd>
<kwd lng="en"><![CDATA[time to first crack]]></kwd>
<kwd lng="pt"><![CDATA[fissuração por retração plástica]]></kwd>
<kwd lng="pt"><![CDATA[adições cristalinas impermeabilizantes]]></kwd>
<kwd lng="pt"><![CDATA[relação de redução de fissuras]]></kwd>
<kwd lng="pt"><![CDATA[tempo para a primeira fissura]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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