<?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>0123-7799</journal-id>
<journal-title><![CDATA[TecnoLógicas]]></journal-title>
<abbrev-journal-title><![CDATA[TecnoL.]]></abbrev-journal-title>
<issn>0123-7799</issn>
<publisher>
<publisher-name><![CDATA[Instituto Tecnológico Metropolitano - ITM]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0123-77992018000300135</article-id>
<article-id pub-id-type="doi">10.22430/22565337.1061</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Bloques de Tierra Comprimida (BTC) con aditivos bituminosos]]></article-title>
<article-title xml:lang="en"><![CDATA[Compressed Earth Blocks (CEB) with bitumen emulsion]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Cañola]]></surname>
<given-names><![CDATA[Hernán Darío]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Builes-Jaramillo]]></surname>
<given-names><![CDATA[Alejandro]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medina]]></surname>
<given-names><![CDATA[Carlos Andrés]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[González-Castañeda]]></surname>
<given-names><![CDATA[Gustavo Enrique]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Institución Universitaria Colegio Mayor de Antioquia  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Institución Universitaria Colegio Mayor de Antioquia  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Institución Universitaria Colegio Mayor de Antioquia  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Instituto Tecnológico Metropolitano  ]]></institution>
<addr-line><![CDATA[Medellín ]]></addr-line>
<country>Colombia</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>12</month>
<year>2018</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>12</month>
<year>2018</year>
</pub-date>
<volume>21</volume>
<numero>43</numero>
<fpage>135</fpage>
<lpage>145</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0123-77992018000300135&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0123-77992018000300135&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0123-77992018000300135&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Los muros en tierra, presentan lesiones patológicas debido a su exposición al agua lluvia, y al agua proveniente del suelo. Además, por sus características de higroscopicidad los Bloques de Tierra Comprimida (BTC) presentan bajas resistencias a la penetración del agua y altos coeficientes de absorción capilar. Como alternativa para la reducción del coeficiente de absorción capilar e incremento de la resistencia a la penetración de agua se analizaron experimentalmente bloques de tierra comprimida adicionados con emulsión asfáltica en frío en proporciones del 0 %, 25 %, 50 %, 75 % y 100 %, respecto al peso del agua. Se estudió para cada una de las muestras la absorción capilar, resistencias a la compresión y penetración de humedad con el fin de evaluar la proporción optima de adición. Como resultado de la experimentación se determinó que los BTC adicionados con un 50 % de emulsión asfáltica presentan las mejores características de protección contra la humedad garantizando la resistencia a compresión necesaria para su uso en la construcción.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Walls made of soil present serious failures due to their exposure to rain and groundwater. In addition, due to their hygroscopic characteristics, compressed earth blocks (CEBs) present low resistance to water penetration and high capillary absorption coefficients. Therefore, CEBs combined with a cold asphalt emulsion were experimentally analyzed as an alternative to reduce their capillary absorption coefficient and improve their resistance to water penetration. The emulsion was incorporated in proportions of 25%, 50%, 75% and 100% with respect to the weight of water. The capillary absorption, resistance to compression, and moisture penetration of each sample were studied in order to calculate the optimal proportion of the mixture. Based on the results, CEBs with 50% asphalt emulsion exhibit the best characteristics of protection against humidity, thus guaranteeing the compressive strength required for traditional construction.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[Absorción capilar]]></kwd>
<kwd lng="es"><![CDATA[bloque de tierra comprimida]]></kwd>
<kwd lng="es"><![CDATA[emulsión asfáltica en frio]]></kwd>
<kwd lng="es"><![CDATA[penetración de agua]]></kwd>
<kwd lng="es"><![CDATA[resistencia a la compresión]]></kwd>
<kwd lng="en"><![CDATA[Capillary suction]]></kwd>
<kwd lng="en"><![CDATA[compressed earth block]]></kwd>
<kwd lng="en"><![CDATA[cold bitumen emulsion]]></kwd>
<kwd lng="en"><![CDATA[water penetration]]></kwd>
<kwd lng="en"><![CDATA[compressive strength]]></kwd>
</kwd-group>
</article-meta>
</front><back>
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