<?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>S2007-68352023000100006</article-id>
<article-id pub-id-type="doi">10.21041/ra.v13i1.642</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Performance of the addition of cane bagasse ash as a filler to produce self-compacting concrete]]></article-title>
<article-title xml:lang="pt"><![CDATA[Desempenho da adição de cinza de bagaço de cana como carga para a produção de concreto auto-adensável.]]></article-title>
<article-title xml:lang="es"><![CDATA[Desempeño de la adición de ceniza de bagazo de caña como filler para producir concretos autocompactantes.]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Zea]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[López]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Hernández]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mandujano]]></surname>
<given-names><![CDATA[J. E.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cabrera]]></surname>
<given-names><![CDATA[J. A.]]></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 Chiapas]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>04</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>04</month>
<year>2023</year>
</pub-date>
<volume>13</volume>
<numero>1</numero>
<fpage>80</fpage>
<lpage>96</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352023000100006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352023000100006&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352023000100006&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract The performance of the influence of cane bagasse ash (CBC) as filler in self-compacting concrete mixtures (CAC), added in a 0%, 5%, 10%, 15%, 20% and 25% with respect to weight of cement was evaluated. Ash characterization was performed by FTIR, FRX and XRD. The workability properties of CAC were determined by slump flow, J-ring, L-box, V-funnel, Visual Stability Index, and compressive strength tests. According to the results, the percentages of 10 to 20% in the CAC mixtures obtained a satisfactory performance, evidencing outstanding workability and compressive strength parameters compared to works like those published in the literature.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Foi avaliado o desempenho da influência da cinza do bagaço de cana (CBC) como carga em misturas de concreto autoadensável (CAC), adicionada de 0%, 5%, 10%, 15%, 20% e 25% em relação ao peso de cimento. A caracterização das cinzas foi realizada por FTIR, FRX e XRD. As propriedades de trabalhabilidade do CAC foram determinadas por slump flow, J-ring, L-box, V-funnel, Índice de Estabilidade Visual e testes de resistência à compressão. De acordo com os resultados, as porcentagens de 10 a 20% nas misturas de CAC obtiveram um desempenho satisfatório, evidenciando excelentes parâmetros de trabalhabilidade e resistência à compressão em relação a trabalhos semelhantes aos publicados na literatura.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Se evaluó el desempeño de la influencia de la ceniza de bagazo de caña (CBC) como filler en mezclas de concreto autocompactante (CAC), adicionado en un 0%, 5%, 10%, 15%, 20% y 25% con respecto al peso de cemento. La caracterización de la ceniza se realizó mediante FTIR, FRX y DRX. Las propiedades de trabajabilidad del CAC fueron determinadas mediante ensayos de flujo de asentamiento, anillo J, caja en L, embudo V, Índice de Estabilidad Visual y resistencia a la compresión. De acuerdo con los resultados, los porcentajes de 10 al 20% en las mezclas de CAC obtuvieron un desempeño satisfactorio, evidenciando parámetros de trabajabilidad y resistencia a la compresión sobresalientes comparados con trabajos similares a los publicados en la literatura.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[self-compacting]]></kwd>
<kwd lng="en"><![CDATA[bagasse ash]]></kwd>
<kwd lng="en"><![CDATA[addition]]></kwd>
<kwd lng="en"><![CDATA[filler]]></kwd>
<kwd lng="en"><![CDATA[concrete]]></kwd>
<kwd lng="pt"><![CDATA[auto-adensável]]></kwd>
<kwd lng="pt"><![CDATA[cinza]]></kwd>
<kwd lng="pt"><![CDATA[agronegócio]]></kwd>
<kwd lng="pt"><![CDATA[adição]]></kwd>
<kwd lng="pt"><![CDATA[enchimento]]></kwd>
<kwd lng="pt"><![CDATA[concreto]]></kwd>
<kwd lng="es"><![CDATA[autocompactante]]></kwd>
<kwd lng="es"><![CDATA[ceniza]]></kwd>
<kwd lng="es"><![CDATA[agroindustrial]]></kwd>
<kwd lng="es"><![CDATA[adición]]></kwd>
<kwd lng="es"><![CDATA[filler]]></kwd>
<kwd lng="es"><![CDATA[concreto]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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