<?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>S2007-68352018000200194</article-id>
<article-id pub-id-type="doi">10.21041/ra.v8i2.282</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[Influence of sugar cane bagasse ash inclusion on compacting, CBR and unconfined compressive strength of a subgrade granular material]]></article-title>
<article-title xml:lang="es"><![CDATA[Influencia de la inclusión de ceniza de bagazo de caña de azúcar sobre la compactación, CBR y Resistencia a la compresión simple de un material granular tipo subrasante]]></article-title>
<article-title xml:lang="pt"><![CDATA[Influência da inclusão de cinzas do bagaço de cana-de-açúcar sobre compactação, CBR e resistência à compressão não confinada de um material granulado de sub-esmagamento]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Ojeda-Farías]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mendoza-Rangel]]></surname>
<given-names><![CDATA[J. M.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Baltazar-Zamora]]></surname>
<given-names><![CDATA[M. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Nuevo León Facultad de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[ N.L]]></addr-line>
<country>Mexico</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad Veracruzana Facultad de Ingeniería Civil ]]></institution>
<addr-line><![CDATA[Xalapa Veracruz]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2018</year>
</pub-date>
<volume>8</volume>
<numero>2</numero>
<fpage>194</fpage>
<lpage>208</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352018000200194&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352018000200194&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352018000200194&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[ABSTRACT The aim of the present work was study the influence of sugar cane bagasse ash (SCBA) as a partial substitution of Compound Portland Cement (CPC) in order to enhance the properties of a granular sand soil. AASHTO standard compaction test, unconfined compressive strength test, and CBR test were made, has been compared the behavior of natural soil in study and mix with percentages of 3%, 5% and 7% of CPC as a control percentage, being carried out partial substitutions of CPC by SCBA in 0%, 25%, 50% and 100% percentages with respect to dry soil weight. The results showed enhances in the compacting, CBR and unconfined compressive strength features, reducing up to 25% the consumption of PCC.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[RESUMEN El objetivo del presente trabajo fue estudiar la influencia de la ceniza de bagazo de caña de azúcar (CBCA) como sustituto parcial del Cemento Portland Compuesto (CPC) para mejorar las propiedades de un suelo granular arenoso. Se llevaron a cabo ensayos de compactación AASHTO estándar, resistencia a la compresión simple y CBR, comparándose el comportamiento del suelo natural en estudio y mezclado con porcentajes de 3%, 5% y 7% de cemento portland como porcentajes de control, realizándose sustituciones parciales del mismo por CBCA en porcentajes de 0%, 25%, 50% y 100% con respecto al peso del suelo en estado seco. Los resultados mostraron mejoras en el suelo en las características de compactación, resistencia a la compresión y CBR, reduciéndose hasta un 25% el consumo del CPC.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[RESUMO O objetivo do presente trabalho foi estudar a influência da cinza de bagaço de cana-de-açúcar (CBCA) como uma substituição parcial do Cimento Portland Composto (CPC), a fim de melhorar as propriedades de um solo de areia granular. O teste de compactação padrão AASHTO, a resistência à compressão não confinada e a CBR foram feitas, foi comparado o comportamento do solo natural em estudo e mistura com porcentagens de 3%, 5% e 7% de PCC como porcentagem de controle, sendo realizadas substituições parciais de CPC por CBCA em porcentagens de 0%, 25%, 50% e 100% em relação ao peso do solo seco. Os resultados mostram aprimoramentos nos recursos de compactação, CBR e resistência à compressão não confinada, reduzindo até 25% o consumo de CPC.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[sugar cane bagasse ash]]></kwd>
<kwd lng="en"><![CDATA[compaction]]></kwd>
<kwd lng="en"><![CDATA[CBR]]></kwd>
<kwd lng="en"><![CDATA[soil]]></kwd>
<kwd lng="en"><![CDATA[subgrade]]></kwd>
<kwd lng="es"><![CDATA[ceniza de bagazo de caña de azúcar]]></kwd>
<kwd lng="es"><![CDATA[compactación]]></kwd>
<kwd lng="es"><![CDATA[CBR]]></kwd>
<kwd lng="es"><![CDATA[suelos]]></kwd>
<kwd lng="es"><![CDATA[subrasante]]></kwd>
<kwd lng="pt"><![CDATA[Cenoura de bagaço de cana de açúcar]]></kwd>
<kwd lng="pt"><![CDATA[compactação]]></kwd>
<kwd lng="pt"><![CDATA[CBR]]></kwd>
<kwd lng="pt"><![CDATA[solo]]></kwd>
<kwd lng="pt"><![CDATA[subtração]]></kwd>
</kwd-group>
</article-meta>
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