<?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>0122-3461</journal-id>
<journal-title><![CDATA[Ingeniería y Desarrollo]]></journal-title>
<abbrev-journal-title><![CDATA[Ing. Desarro.]]></abbrev-journal-title>
<issn>0122-3461</issn>
<publisher>
<publisher-name><![CDATA[Fundación Universidad del Norte]]></publisher-name>
</publisher>
</journal-meta>
<article-meta>
<article-id>S0122-34612019000100036</article-id>
<article-id pub-id-type="doi">10.14482/inde.37.1.624.1</article-id>
<title-group>
<article-title xml:lang="es"><![CDATA[Ensayo dinámico axial en probetas cilíndricas entalladas para medir el comportamiento a fatiga en mezclas asfálticas]]></article-title>
<article-title xml:lang="en"><![CDATA[Axial dynamic test in notched cylindrical specimen to measure fatigue behavior in asphalt mixtures]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Mardones Parra]]></surname>
<given-names><![CDATA[Luis]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Valdés Vidal]]></surname>
<given-names><![CDATA[Gonzalo]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Sánchez Alonso]]></surname>
<given-names><![CDATA[Elsa]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Calabi Floody]]></surname>
<given-names><![CDATA[Alejandra]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad de la Frontera  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Chile</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidad de La Frontera  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Chile</country>
</aff>
<aff id="Af3">
<institution><![CDATA[,Universidad de La Frontera  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Chile</country>
</aff>
<aff id="Af4">
<institution><![CDATA[,Universidad de La Frontera  ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Chile</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>06</month>
<year>2019</year>
</pub-date>
<volume>37</volume>
<numero>1</numero>
<fpage>36</fpage>
<lpage>56</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_arttext&amp;pid=S0122-34612019000100036&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_abstract&amp;pid=S0122-34612019000100036&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.co/scielo.php?script=sci_pdf&amp;pid=S0122-34612019000100036&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen La fisuración por fatiga es uno de los mecanismos de deterioro más comunes en las estructuras de pavimentos. Este fenómeno se encuentra asociado al deterioro generado como consecuencia de la aplicación de cargas repetitivas cuya magnitud de carga es inferior a la resistencia máxima admisible que puede soportar el material. Por lo mismo, la aplicación continua de las cargas generadas por la acción del tránsito da lugar a un progresivo deterioro de las capas del pavimento. En la actualidad, existen distintas metodologías que permiten predecir la fisuración por fatiga, pero un gran número de estas se caracterizan por ser procedimientos complejos, y en muchas ocasiones no se garantizan la falla de algunos tipos de mezclas, o no relacionan las condiciones de carga aplicadas con las sufridas en el pavimento. Es por esto que el desarrollo de ensayos efectivos es fundamental para comprender el comportamiento frente a la falla por fatiga de las mezclas asfálticas. En este contexto, el artículo presentado tiene como objetivo principal proponer una metodología de ensayo para evaluar la fisuración por fatiga por medio del uso de una probeta cilíndrica entallada. El método propuesto permite la reproducción del estado tensional del pavimento, a fin de evitar la disipación de esfuerzos, de modo que se concentren las tensiones en la zona intermedia de la probeta, previamente entallada. Para este procedimiento propuesto, se evaluaron tres tipos de áridos para una mezcla semidensa usualmente utilizada en capas de rodadura, determinándose las leyes de fatiga para cada mezcla. Además, se presenta un análisis de durabilidad de las mezclas evaluadas.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract Fatigue cracking is one of the most common damage mechanisms on the pavement structures. This phenomenon is associated to the damage produced by repetitive load application, whose load magnitude is lower than the maximum admissible resistance that the material may resist. Because of this, the continuous application of loads generated by the traffic creates a progressive damage in the pavement layers. Currently, there are different methodologies that allow predicting the fatigue cracking, but most of these methodologies are complex procedures which may not guarantee the failure of some types of mixtures and may not relate the applied load conditions to those suffered in the pavement. For this reason, to understand the fatigue cracking behavior of asphalt mixtures is essential to develop effective fatigue tests. In this context, the main goal of this paper is to propose a test methodology to evaluate fatigue cracking by using a notched cylindrical asphalt concrete specimen. The proposed method allows reproducing the pavement tensional state, avoiding the stress dissipation, and focusing the strains in the middle of the previously groove carved specimen. A semi-dense asphalt mixture gradation, used in asphalt pavement surface layer, was chosen. Three types of aggregates were evaluated, determining their fatigue laws. Besides, an analysis of durability of asphalt mixtures was presented.]]></p></abstract>
<kwd-group>
<kwd lng="es"><![CDATA[fatiga]]></kwd>
<kwd lng="es"><![CDATA[fisuración]]></kwd>
<kwd lng="es"><![CDATA[mezclas asfálticas]]></kwd>
<kwd lng="es"><![CDATA[procedimiento de ensayo]]></kwd>
<kwd lng="en"><![CDATA[asphalt]]></kwd>
<kwd lng="en"><![CDATA[failure]]></kwd>
<kwd lng="en"><![CDATA[fatigue]]></kwd>
<kwd lng="en"><![CDATA[mixture]]></kwd>
<kwd lng="en"><![CDATA[test method]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<label>1</label><nlm-citation citation-type="journal">
<article-title xml:lang=""><![CDATA[Fatigue and rutting lives in flexible pavement]]></article-title>
<source><![CDATA[Ain Shams Eng. J.]]></source>
<year>2012</year>
<volume>3</volume>
<edition>4</edition>
<page-range>367-74</page-range></nlm-citation>
</ref>
<ref id="B2">
<label>2</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luo]]></surname>
<given-names><![CDATA[Z]]></given-names>
</name>
<name>
<surname><![CDATA[Xiao]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
<name>
<surname><![CDATA[Sharma]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Efficient reliability-based approach for mechanistic-empirical asphalt pavement design]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2014</year>
<volume>64</volume>
<page-range>157-65</page-range></nlm-citation>
</ref>
<ref id="B3">
<label>3</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Al-Khateeb]]></surname>
<given-names><![CDATA[G]]></given-names>
</name>
<name>
<surname><![CDATA[Ghuzlan]]></surname>
<given-names><![CDATA[K]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The combined effect of loading frequency, temperature, and stress level on the fatigue life of asphalt paving mixtures using the IDT test configuration]]></article-title>
<source><![CDATA[Int. J. Fatigue]]></source>
<year>2014</year>
<volume>59</volume>
<page-range>254-61</page-range></nlm-citation>
</ref>
<ref id="B4">
<label>4</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Perez-Jimenez]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Valdés]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Botella]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Miró]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Martínez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evaluación del proceso de fatiga de mezclas asfálticas mediante un nuevo procedimiento cíclico de barrido de deformaciones EBADE]]></article-title>
<source><![CDATA[Rev. la Constr]]></source>
<year>2011</year>
<volume>10</volume>
<edition>2</edition>
<page-range>55-65</page-range></nlm-citation>
</ref>
<ref id="B5">
<label>5</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tapsoba]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Sauzéat]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Analysis of fatigue test for bituminous mixtures,]]></article-title>
<source><![CDATA[J. Mater. Civ]]></source>
<year>2012</year>
<page-range>701-10</page-range></nlm-citation>
</ref>
<ref id="B6">
<label>6</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Moreno-Navarro]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Rubio-Gámez]]></surname>
<given-names><![CDATA[M. C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A review of fatigue damage in bituminous mixtures: understanding the phenomenon from a new perspective]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2016</year>
<volume>113</volume>
<page-range>927-38</page-range></nlm-citation>
</ref>
<ref id="B7">
<label>7</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Di-Benedetto]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Nguyen]]></surname>
<given-names><![CDATA[Q.T.]]></given-names>
</name>
<name>
<surname><![CDATA[Sauzéat]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Nonlinearity, Heating, Fatigue and Thixotropy during Cyclic Loading of Asphalt Mixtures]]></article-title>
<source><![CDATA[Road Mater. Pavement Des]]></source>
<year>2011</year>
<volume>12</volume>
<edition>1</edition>
<page-range>129-58</page-range></nlm-citation>
</ref>
<ref id="B8">
<label>8</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Baaj]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Di-Benedetto]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Chaverot]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of binder characte-ristics on fatigue of asphalt pavement using an intrinsic damage approach]]></article-title>
<source><![CDATA[]]></source>
<year>2005</year>
<volume>Road Mater. Pavement Des.</volume>
<edition>2</edition>
<page-range>147-74</page-range></nlm-citation>
</ref>
<ref id="B9">
<label>9</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Moreno-Navarro]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Rubio-Gámez]]></surname>
<given-names><![CDATA[M.C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Método de Ensayo UGR-FACT para el estudio del comportamiento a fisuración por fatiga de mezclas bituminosas,]]></article-title>
<source><![CDATA[Asf. y pav.]]></source>
<year>2014</year>
<volume>IV</volume>
<edition>12</edition>
<page-range>29-39</page-range></nlm-citation>
</ref>
<ref id="B10">
<label>10</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Moreno-Navarro]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Rubio-Gámez]]></surname>
<given-names><![CDATA[M.C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[UGR-FACT test for the study of fatigue cracking in bituminous mixes]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2013</year>
<page-range>184-90</page-range></nlm-citation>
</ref>
<ref id="B11">
<label>11</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Saboo]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Das]]></surname>
<given-names><![CDATA[B.P.]]></given-names>
</name>
<name>
<surname><![CDATA[Kumar]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[New phenomenological approach for modeling fatigue life of asphalt mixes]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2016</year>
<volume>121</volume>
<page-range>134-42</page-range></nlm-citation>
</ref>
<ref id="B12">
<label>12</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ghuzlan]]></surname>
<given-names><![CDATA[K.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Carpenter]]></surname>
<given-names><![CDATA[S. H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Fatigue damage analysis in asphalt concrete mixtures using the dissipated energy approach]]></article-title>
<source><![CDATA[Can. J. Civ. Eng]]></source>
<year>2006</year>
<volume>33</volume>
<edition>7</edition>
<page-range>890-901</page-range></nlm-citation>
</ref>
<ref id="B13">
<label>13</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Di-Benedetto]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Roche]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Baaj]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Pronk]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Lundström]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Fatigue of Bituminous Mixtures : Different Approaches and Rilem Group contribution]]></source>
<year></year>
<volume>3</volume>
<edition>6th</edition>
<page-range>15-38</page-range></nlm-citation>
</ref>
<ref id="B14">
<label>14</label><nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pérez-Jiménez]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Miro]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Martinez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Botella]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Reyes]]></surname>
<given-names><![CDATA[O.]]></given-names>
</name>
<name>
<surname><![CDATA[Valdes]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<source><![CDATA[False Failure in Flexural Fatigue Tests]]></source>
<year></year>
<conf-name><![CDATA[ 2ndWorkshop on four point bending]]></conf-name>
<conf-date>2009</conf-date>
<conf-loc> </conf-loc>
</nlm-citation>
</ref>
<ref id="B15">
<label>15</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zhang]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Sabouri]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Guddati]]></surname>
<given-names><![CDATA[M. N.]]></given-names>
</name>
<name>
<surname><![CDATA[Kim]]></surname>
<given-names><![CDATA[Y. R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Development of a failure criterion for asphalt mixtures under fatigue loading]]></article-title>
<source><![CDATA[Road Mater. Pavement Des.]]></source>
<year>2014</year>
<volume>14</volume>
<page-range>1-15</page-range></nlm-citation>
</ref>
<ref id="B16">
<label>16</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pérez-Jiménez]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Botella]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Complexity of the behaviour of asphalt materials in cyclic testing]]></article-title>
<source><![CDATA[Int. J.Fatigue]]></source>
<year>2017</year>
<volume>98</volume>
<page-range>111-20</page-range></nlm-citation>
</ref>
<ref id="B17">
<label>17</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Nguyen]]></surname>
<given-names><![CDATA[Q]]></given-names>
</name>
<name>
<surname><![CDATA[Benedetto]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<name>
<surname><![CDATA[Sauzeat]]></surname>
<given-names><![CDATA[C]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of Fatigue Cyclic Loading on the Linear Viscoelastic Properties of Bituminous Mixtures]]></article-title>
<source><![CDATA[J. Mater. Civ. Eng]]></source>
<year>2015</year>
<volume>4014003</volume>
<page-range>1-7</page-range></nlm-citation>
</ref>
<ref id="B18">
<label>18</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Khiavi]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
<name>
<surname><![CDATA[Ameri]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Laboratory evaluation of strain controlled fatigue criteria in hot mix asphalt]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2013</year>
<volume>47</volume>
<page-range>1497-502</page-range></nlm-citation>
</ref>
<ref id="B19">
<label>19</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Al-Qadi]]></surname>
<given-names><![CDATA[I. L.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Combined Effect of Moving Wheel Loading and Three-Dimensional Contact Stresses on Perpetual Pavement Responses]]></article-title>
<source><![CDATA[Transp. Res. Rec. J. Transp. Res. Board]]></source>
<year>2009</year>
<volume>2095,</volume>
<page-range>53-61</page-range></nlm-citation>
</ref>
<ref id="B20">
<label>20</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ge]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Wang]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Evaluating fatigue behavior of asphalt mixtures under alternate tension-compression loading model using new alternate biaxial splitting method]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2009</year>
<volume>54</volume>
<page-range>106-12</page-range></nlm-citation>
</ref>
<ref id="B21">
<label>21</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Poulikakos]]></surname>
<given-names><![CDATA[L.D.]]></given-names>
</name>
<name>
<surname><![CDATA[Pittet]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Dumont]]></surname>
<given-names><![CDATA[A.G.]]></given-names>
</name>
<name>
<surname><![CDATA[Partl]]></surname>
<given-names><![CDATA[M.N.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Comparison of the two point bending and four point bending test methods for aged asphalt concrete field samples]]></article-title>
<source><![CDATA[Mater. Struct. Constr]]></source>
<year>2015</year>
<volume>48</volume>
<page-range>2901-13</page-range></nlm-citation>
</ref>
<ref id="B22">
<label>22</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Perraton]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Touhara]]></surname>
<given-names><![CDATA[R]]></given-names>
</name>
<name>
<surname><![CDATA[Benedetto]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<name>
<surname><![CDATA[Carter]]></surname>
<given-names><![CDATA[A]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Ability of the classical fatigue criterion to be associated with macro-crack growth]]></article-title>
<source><![CDATA[Mater. Struct.Constr]]></source>
<year></year>
<volume>48</volume>
</nlm-citation>
</ref>
<ref id="B23">
<label>23</label><nlm-citation citation-type="">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pérez-Jimenez]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Miró]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Martínez]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Mota]]></surname>
<given-names><![CDATA[J. Alonso]]></given-names>
</name>
<name>
<surname><![CDATA[Cepeda]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Rodríguez]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Desarrollo de un nuevo procedimiento para la evaluación del comportamiento a fatiga de las mezclas bituminosas a partir de su caracterización en un ensayo a tracción]]></source>
<year>2005</year>
</nlm-citation>
</ref>
<ref id="B24">
<label>24</label><nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Moreno-Navarro]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<source><![CDATA[Design of a Laboratory Test Method for the Analysis of Asphalt Mix Response to Fatigue Cracking,]]></source>
<year>2013</year>
<publisher-name><![CDATA[Universidad de Granada]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B25">
<label>25</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Valdés-Vidal]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Calabi-Floody]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Miró-Recasens]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Norambuena-Contreras]]></surname>
<given-names><![CDATA[.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Mechanical behavior of asphalt mixtures with different aggregate type]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2015</year>
<volume>101</volume>
<page-range>474-81</page-range></nlm-citation>
</ref>
<ref id="B26">
<label>26</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tapsoba]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Sauzéat]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Di]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<name>
<surname><![CDATA[Baaj]]></surname>
<given-names><![CDATA[H]]></given-names>
</name>
<name>
<surname><![CDATA[Ech]]></surname>
<given-names><![CDATA[M]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Behaviour of asphalt mixtures containing reclaimed asphalt pavement and asphalt shingle]]></article-title>
<source><![CDATA[Road Mater. Pavement Des]]></source>
<year>2014</year>
<volume>15</volume>
<numero>^s2</numero>
<issue>^s2</issue>
<supplement>2</supplement>
<page-range>330-47</page-range></nlm-citation>
</ref>
<ref id="B27">
<label>27</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Zaumanis]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Poulikakos]]></surname>
<given-names><![CDATA[L.D.]]></given-names>
</name>
<name>
<surname><![CDATA[Partl]]></surname>
<given-names><![CDATA[M.N.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Performance-based design of asphalt mixtures and review of key parameters]]></article-title>
<source><![CDATA[Mater. Des.,]]></source>
<year>2018</year>
<volume>141</volume>
<page-range>185-201</page-range></nlm-citation>
</ref>
<ref id="B28">
<label>28</label><nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Specht]]></surname>
<given-names><![CDATA[L. P.]]></given-names>
</name>
<name>
<surname><![CDATA[Di-Benedetto]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Sauzéat]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Soares]]></surname>
<given-names><![CDATA[J. B.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Application of the theory of viscoelasticity to evaluate the resilient modulus test in asphalt mixes]]></article-title>
<source><![CDATA[Constr. Build. Mater]]></source>
<year>2017</year>
<volume>149</volume>
<page-range>648-58</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
