<?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>S2007-68352016000100064</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Resistencia a la compresión de concretos con escoria de alto horno. Estado del arte re-visitado]]></article-title>
<article-title xml:lang="en"><![CDATA[Compressive strength of concretes with blast furnace slag. Re-visited state-of-the-art]]></article-title>
<article-title xml:lang="pt"><![CDATA[Resistência à compressão de concreto com escória de alto forno. Re-revisão do estado da arte]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cabrera-Madrid]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Escalante-García]]></surname>
<given-names><![CDATA[J. I.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Castro-Borges]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Chiapas Facultad de Ingeniería ]]></institution>
<addr-line><![CDATA[Tuxtla Gutiérrez ]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,IPN Centro de Investigación y de Estudios Avanzados ]]></institution>
<addr-line><![CDATA[Saltillo Cohauila]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,IPN Centro de Investigación y de Estudios Avanzados ]]></institution>
<addr-line><![CDATA[Mérida Yucatán]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2016</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2016</year>
</pub-date>
<volume>6</volume>
<numero>1</numero>
<fpage>64</fpage>
<lpage>83</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352016000100064&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352016000100064&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352016000100064&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Se realizó una revisión del estado del arte del sistema cementante CP-EAH, enfatizando su efecto en la resistencia mecánica de compresión del concreto. El aprovechamiento de las características cementantes de la EAH con altos niveles de reemplazo resulta viable, pudiendo mejorar la resistencia a compresión y en algunos casos la resistencia a la corrosión del acero, dicho mejoramiento dependerá de la cantidad de EAH y del ambiente de exposición del concreto. En éste trabajo se confirmaron como benéficos los reemplazos de EAH hasta de un 70% en microclimas húmedos o ambientes marinos, y hasta 50% en ambientes propensos a carbonatación. En estos rangos se puede lograr una eficiencia del reemplazo mayor con respecto a la resistencia a la compresión.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract A state-of-the-art revision of the BFS-PC cementing system was done, emphasizing its effect on the mechanical compressive strength of the concrete. The use of the cementing characteristics of the BFS with high levels of replacements is viable, making it possible to improve the compressive strength, and in some cases, the resistance to the corrosion of the steel; said improvement will depend on the amount of BFS and on the exposure environment of the concrete. In this work, the replacements of BFS were confirmed as beneficial, up to 70% in humid microclimates or marine environments, and up to 50% in environments susceptible to carbonation. In these ranges, higher replacement efficiency with regard to resistance to compression can be achieved.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Foi realizada uma revisão do estado da arte do sistema aglomerante CP-EAH, enfatizando seu efeito na resistência mecânica de compressão do concreto. O aproveitamento das características aglomerantes da EAH com altos níveis de substituição resultou viável, podendo melhorar a resistência à compressão e em alguns casos a resistência contra a corrosão das armaduras. As melhoras observadas dependeram da quantidade de EAH e do ambiente de exposição do concreto. Foram confirmados como positivos as substituições de até um 70% de EAH, em microclimas húmidos ou ambientes marinhos, e até 50% em ambientes propensos a carbonatação. Nestes intervalos é possível obter uma eficiência maior da substituição com respeito à resistência à compressão.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[escoria]]></kwd>
<kwd lng="es"><![CDATA[carbonatación]]></kwd>
<kwd lng="es"><![CDATA[subproductos industriales]]></kwd>
<kwd lng="es"><![CDATA[corrosión]]></kwd>
<kwd lng="en"><![CDATA[slag]]></kwd>
<kwd lng="en"><![CDATA[carbonation]]></kwd>
<kwd lng="en"><![CDATA[industrial byproducts]]></kwd>
<kwd lng="en"><![CDATA[corrosion]]></kwd>
<kwd lng="pt"><![CDATA[escória]]></kwd>
<kwd lng="pt"><![CDATA[carbonatação]]></kwd>
<kwd lng="pt"><![CDATA[subprodutos industriais]]></kwd>
<kwd lng="pt"><![CDATA[corrosão]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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