<?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>S2007-68352014000200116</article-id>
<article-id pub-id-type="doi">10.21041/ra.v4i2.21</article-id>
<title-group>
<article-title xml:lang="pt"><![CDATA[Investigação da resistência à compressão e da resistividade elétrica de concretos com diferentes tipos de cimento]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medeiros-Junior]]></surname>
<given-names><![CDATA[R. A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Lima]]></surname>
<given-names><![CDATA[M. G.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Medeiros]]></surname>
<given-names><![CDATA[M. H. F.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Real]]></surname>
<given-names><![CDATA[L. V.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Instituto Tecnológico de Aeronáutica Departamento de Engenharia Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<aff id="Af2">
<institution><![CDATA[,Universidade Federal do Paraná Departamento de Construção Civil ]]></institution>
<addr-line><![CDATA[ ]]></addr-line>
<country>Brazil</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2014</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2014</year>
</pub-date>
<volume>4</volume>
<numero>2</numero>
<fpage>116</fpage>
<lpage>132</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352014000200116&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352014000200116&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352014000200116&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Nesse estudo foi possível observar a influência de quatro tipos de cimento brasileiros na resistência à compressão e na Resistividade Elétrica Superficial (RES) de amostras de concreto. Foram analisadas três relações água/cimento, o que resultou em doze distintas dosagens. Os resultados mostraram que os tipos de cimentos tem influência direta em ambos os ensaios. De maneira geral, quando comparado com uma série de referência, os cimentos com adição de escória de alto forno e pozolanas apresentaram redução na resistência à compressão do concreto, porém ganho na RES. O cimento com adição de pozolana é o que apresenta o maior ganho de resistência à compressão no tempo, embora tenha o menor valor absoluto. Os resultados também indicaram que a RES cresce com o tempo de ensaio e diminui com o aumento da relação a/c do concreto. Foi encontrada uma boa correlação entre os ensaios, com R² variando de 0,823 a 0,999.]]></p></abstract>
<abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This work studied the influence of four Brazilian types of cement on the compressive strength and electrical resistivity in samples of concrete. Three water/binder ratios were analyzed, which led to the preparation of twelve different samples. The results show that the types of cement has a direct influence on both tests. In general, compared to a reference, the cements with additions of blast furnace slag and pozzolans reduced the strength, but increased the electrical resistivity. It was also observed that the cement with pozzolan showed the highest gain in strength with time, although it resulted in the lowest absolute value. The results also indicated that the electrical resistivity increases with time and decreases with higher water/binder ratios. A good correlation was found between the mentioned tests with R2 ranging from 0.823 to 0.999.]]></p></abstract>
<kwd-group>
<kwd lng="pt"><![CDATA[resistência à compressão]]></kwd>
<kwd lng="pt"><![CDATA[resistividade elétrica superficial]]></kwd>
<kwd lng="pt"><![CDATA[cimentos]]></kwd>
<kwd lng="pt"><![CDATA[escória de alto forno]]></kwd>
<kwd lng="pt"><![CDATA[pozolana]]></kwd>
<kwd lng="en"><![CDATA[compressive strength]]></kwd>
<kwd lng="en"><![CDATA[electrical resistivity]]></kwd>
<kwd lng="en"><![CDATA[cements]]></kwd>
<kwd lng="en"><![CDATA[blast fumace slag]]></kwd>
<kwd lng="en"><![CDATA[pozzolan]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aït-Mokhtar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Belarbi]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Benboudjema]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Burlion]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Capra]]></surname>
<given-names><![CDATA[B.]]></given-names>
</name>
<name>
<surname><![CDATA[Carcassès]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Colliat]]></surname>
<given-names><![CDATA[J.-B.]]></given-names>
</name>
<name>
<surname><![CDATA[Cussigh]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Deby]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Jacquemot]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Larrard]]></surname>
<given-names><![CDATA[T. de]]></given-names>
</name>
<name>
<surname><![CDATA[Lataste]]></surname>
<given-names><![CDATA[J.-F.]]></given-names>
</name>
<name>
<surname><![CDATA[Bescop]]></surname>
<given-names><![CDATA[P. Le]]></given-names>
</name>
<name>
<surname><![CDATA[Pierre]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Poyet]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Rougeau]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Rougelot]]></surname>
<given-names><![CDATA[T.]]></given-names>
</name>
<name>
<surname><![CDATA[Sellier]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Séménadisse]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Torrenti]]></surname>
<given-names><![CDATA[J. -M.]]></given-names>
</name>
<name>
<surname><![CDATA[Trabelsi]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Turcry]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Yanez-Godoy]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Experimental investigation of the variability of concrete durability properties]]></article-title>
<source><![CDATA[Cement and Concrete Research]]></source>
<year>2013</year>
<volume>45</volume>
<page-range>21-36</page-range></nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Alonso]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Relation between concrete resistivity and corrosion rate of the reinforcements in carbonated mortar made with several cement types]]></article-title>
<source><![CDATA[Cement and Concrete Research]]></source>
<year>1988</year>
<volume>18</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>687-98</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<source><![CDATA[Calculation of initiation and propagation periods of service-life of reinforcements by using the electrical resistivity]]></source>
<year>2004</year>
<conf-name><![CDATA[ International Symposium on Advances in Concrete through Science and Engineering, RILEM Symposium]]></conf-name>
<conf-loc>Evanston, Illinois, USA </conf-loc>
</nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[D&#8217;Andréa]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[La resistividad eléctrica como parámetro de control del hormigón y de su durabilidad]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2011</year>
<volume>1</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>93-101</page-range></nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Andrade]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[González]]></surname>
<given-names><![CDATA[J. A.]]></given-names>
</name>
<name>
<surname><![CDATA[Feliú]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Rodriguez]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Ramírez]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Alonso]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Some questions on the corrosion of steel in concrete - Part 1: When, how and how much steel corrodes]]></article-title>
<source><![CDATA[Materials and Structures]]></source>
<year>1996</year>
<volume>29</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>40-6</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="confpro">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Baweja]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Roper]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
<name>
<surname><![CDATA[Sirivivatnanon]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Malhotra]]></surname>
<given-names><![CDATA[V. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Quantitative descriptions of steel corrosion in concrete using resistivity and anodic polarisation data]]></source>
<year>1997</year>
<conf-name><![CDATA[ 4ACI International Conference on Durability of Concrete]]></conf-name>
<conf-loc>SP </conf-loc>
<page-range>41-63</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="">
<collab>CCAA - Cement Concrete &amp; Aggregates Australia</collab>
<source><![CDATA[Chloride Resistance of Concrete]]></source>
<year>2009</year>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Crauss]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<source><![CDATA[Penetração de cloretos em concretos com diferentes tipos de cimento submetidos a tratamento superficial]]></source>
<year>2010</year>
<publisher-loc><![CDATA[Santa Maria, Rio Grande do Sul ]]></publisher-loc>
<publisher-name><![CDATA[Universidade Federal de Santa Maria - UFSM]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dinakar]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Babu]]></surname>
<given-names><![CDATA[K. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Santhanam]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Corrosion behavior of blended cements in low and medium strength concretes]]></article-title>
<source><![CDATA[Cement and Concrete Composites]]></source>
<year>2007</year>
<volume>29</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>136-45</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gayarre]]></surname>
<given-names><![CDATA[F. L.]]></given-names>
</name>
<name>
<surname><![CDATA[Pérez]]></surname>
<given-names><![CDATA[C. L.]]></given-names>
</name>
<name>
<surname><![CDATA[López]]></surname>
<given-names><![CDATA[M. A. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Cabo]]></surname>
<given-names><![CDATA[A. D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[The effect of curing conditions on the compressive strength of recycled aggregate concrete]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2014</year>
<volume>53</volume>
<page-range>260-6</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Geso&#287;lu]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Özbay]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effects of mineral admixtures on fresh and hardened properties of self-compacting concretes: binary, ternary and quaternary systems]]></article-title>
<source><![CDATA[Materials and Structures]]></source>
<year>2007</year>
<volume>40</volume>
<numero>9</numero>
<issue>9</issue>
<page-range>923-37</page-range></nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Ghods]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
<name>
<surname><![CDATA[Isgor]]></surname>
<given-names><![CDATA[O. B.]]></given-names>
</name>
<name>
<surname><![CDATA[Pour-Ghaz]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A practical method for calculating the corrosion rate of uniformly depassivated reinforcing bars in concrete]]></article-title>
<source><![CDATA[Materials and Corrosion]]></source>
<year>2007</year>
<volume>58</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>265-72</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gowers]]></surname>
<given-names><![CDATA[K. R.]]></given-names>
</name>
<name>
<surname><![CDATA[Millard]]></surname>
<given-names><![CDATA[S. G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Measurement of concrete resistivity for assessment of corrosion severity of steel using wenner technique]]></article-title>
<source><![CDATA[ACI Materials Journal]]></source>
<year>1999</year>
<volume>96</volume>
<page-range>536-41</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gulikers]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Theoretical considerations on the supposed linear relationship between concrete resistivity and corrosion rate of steel reinforcement]]></article-title>
<source><![CDATA[Materials and Corrosion]]></source>
<year>2005</year>
<volume>56</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>393-403</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Halliday]]></surname>
<given-names><![CDATA[D.]]></given-names>
</name>
<name>
<surname><![CDATA[Resnick]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Fundamentos da física. Eletromagnetismo]]></source>
<year>1994</year>
<volume>3</volume>
<edition>3</edition>
<publisher-loc><![CDATA[Rio de Janeiro ]]></publisher-loc>
<publisher-name><![CDATA[LCT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Helene]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Análise da resistência à compressão do concreto em estruturas acabadas com vistas à revisão da segurança estrutural]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2011</year>
<volume>1</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>67-92</page-range></nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Khatib]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Hibbert]]></surname>
<given-names><![CDATA[J. J.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Selected engineering properties of concrete incorporating slag and metakaolin]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2005</year>
<volume>19</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>460-72</page-range></nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Klein]]></surname>
<given-names><![CDATA[N. S.]]></given-names>
</name>
</person-group>
<source><![CDATA[El rol físico del água em mezclas de cemento Portland]]></source>
<year>2012</year>
<publisher-loc><![CDATA[Barcelona ]]></publisher-loc>
<publisher-name><![CDATA[Universitat Politècnica de Catalunya]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Koenders]]></surname>
<given-names><![CDATA[E. A. B.]]></given-names>
</name>
<name>
<surname><![CDATA[Pepe]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Martinelli]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Compressive strength and hydration processes of concrete with recycled aggregates]]></article-title>
<source><![CDATA[Cement and Concrete Research]]></source>
<year>2014</year>
<volume>56</volume>
<page-range>203-12</page-range></nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[Z.]]></given-names>
</name>
<name>
<surname><![CDATA[Zhang]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Jiang]]></surname>
<given-names><![CDATA[Q.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[An analytical model for determining the relative electrical resistivity of cement paste and C-S-H gel]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2013</year>
<volume>48</volume>
<page-range>647-55</page-range></nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lübeck]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Gastaldini]]></surname>
<given-names><![CDATA[A. L. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Barin]]></surname>
<given-names><![CDATA[D. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Siqueira]]></surname>
<given-names><![CDATA[H. C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Compressive strength and electrical properties of concrete with white Portland cement and blast-furnace slag]]></article-title>
<source><![CDATA[Cement and Concrete Composites]]></source>
<year>2012</year>
<volume>34</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>392-9</page-range></nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Medeiros]]></surname>
<given-names><![CDATA[M. H. F.]]></given-names>
</name>
<name>
<surname><![CDATA[Pereira]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
<name>
<surname><![CDATA[Helene]]></surname>
<given-names><![CDATA[P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Tratamento de superfície com silicato de sódio para concreto: penetração de cloretos e absorção de água]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2012</year>
<volume>2</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>157-69</page-range></nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Mehta]]></surname>
<given-names><![CDATA[P. K.]]></given-names>
</name>
<name>
<surname><![CDATA[Monteiro]]></surname>
<given-names><![CDATA[P. J. M.]]></given-names>
</name>
</person-group>
<source><![CDATA[Concrete: microstructure, properties and materials]]></source>
<year>2005</year>
<edition>3</edition>
<publisher-name><![CDATA[McGraw-Hill Professional]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Cimento Portland de alta resistência inicial]]></source>
<year>1991</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Cimento Portland de alto-forno]]></source>
<year>1991</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Cimento Portland pozolânico]]></source>
<year>1991</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Cimentos Portland resistentes a sulfatos]]></source>
<year>1992</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Concreto - Procedimento para moldagem e cura de corpos-de-prova]]></source>
<year>2003</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B29">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Concreto - Ensaios de compressão de corpos-de-prova cilíndricos]]></source>
<year>2007</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B30">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Cimento Portland composto - Especificação]]></source>
<year>1991</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B31">
<nlm-citation citation-type="book">
<collab>Associação Brasileira de Normas Técnicas</collab>
<source><![CDATA[Concreto de cimento Portland - Preparo, controle e recebimento - Procedimento]]></source>
<year>2006</year>
<publisher-loc><![CDATA[Rio de Janeiro, Brasil ]]></publisher-loc>
<publisher-name><![CDATA[ABNT]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B32">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Olsson]]></surname>
<given-names><![CDATA[N.]]></given-names>
</name>
<name>
<surname><![CDATA[Baroghel-Bouny]]></surname>
<given-names><![CDATA[V.]]></given-names>
</name>
<name>
<surname><![CDATA[Nilsson]]></surname>
<given-names><![CDATA[L.]]></given-names>
</name>
<name>
<surname><![CDATA[Thiery]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Non-saturated ion diffusion in concrete - A new approach to evaluate conductivity measurements]]></article-title>
<source><![CDATA[Cement and Concrete Composites]]></source>
<year>2013</year>
<volume>40</volume>
<page-range>40-7</page-range></nlm-citation>
</ref>
<ref id="B33">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Oner]]></surname>
<given-names><![CDATA[A. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Akyuz]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[An experimental study on optimum usage of GGBS for the compressive strength of concrete]]></article-title>
<source><![CDATA[Cement and Concrete Composites]]></source>
<year>2007</year>
<volume>29</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>505-14</page-range></nlm-citation>
</ref>
<ref id="B34">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Pereira]]></surname>
<given-names><![CDATA[V. G. A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Avaliação do coeficiente de difusão de cloretos em concretos: influência do tipo de cimento, da relação a/c, da temperatura e do tempo de cura]]></source>
<year>2001</year>
<publisher-loc><![CDATA[Porto Alegre, Rio Grande do Sul ]]></publisher-loc>
<publisher-name><![CDATA[Universidade Federal do Rio Grande do Sul - UFRGS]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B35">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Presuel-Moreno]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Wu]]></surname>
<given-names><![CDATA[Y.-Y.]]></given-names>
</name>
<name>
<surname><![CDATA[Liu]]></surname>
<given-names><![CDATA[Y.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of curing regime on concrete resistivity and aging factor over time]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>2013</year>
<volume>48</volume>
<page-range>874-82</page-range></nlm-citation>
</ref>
<ref id="B36">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Saleem]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Shameemt]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Hussain]]></surname>
<given-names><![CDATA[S. E.]]></given-names>
</name>
<name>
<surname><![CDATA[Maslehuddin]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of moisture, chloride and sulphate contamination on the electrical resistivity Portland cement concrete]]></article-title>
<source><![CDATA[Construction and Building Materials]]></source>
<year>1996</year>
<volume>10</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>209-14</page-range></nlm-citation>
</ref>
<ref id="B37">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Santor]]></surname>
<given-names><![CDATA[M. S.]]></given-names>
</name>
<name>
<surname><![CDATA[Gastaldini]]></surname>
<given-names><![CDATA[A. L. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Crauss]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
<name>
<surname><![CDATA[dos Santos]]></surname>
<given-names><![CDATA[G. T.]]></given-names>
</name>
<name>
<surname><![CDATA[Rossini]]></surname>
<given-names><![CDATA[F. C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Influência de materiais de proteção na resistividade elétrica do concreto]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2012</year>
<volume>2</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>47-57</page-range></nlm-citation>
</ref>
<ref id="B38">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Silva]]></surname>
<given-names><![CDATA[B. A.]]></given-names>
</name>
</person-group>
<source><![CDATA[Análise da influência do tipo de cura na resistência à compressão de corpos de prova de concreto]]></source>
<year>2009</year>
<publisher-loc><![CDATA[São José dos Campos, São Paulo ]]></publisher-loc>
<publisher-name><![CDATA[Instituto Tecnológico de Aeronáutica - ITA]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B39">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Solís]]></surname>
<given-names><![CDATA[R. G.]]></given-names>
</name>
<name>
<surname><![CDATA[Moreno]]></surname>
<given-names><![CDATA[E. I.]]></given-names>
</name>
<name>
<surname><![CDATA[Arjona]]></surname>
<given-names><![CDATA[E.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Resistencia de concreto con agregado de alta absorción y baja relación a/c]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2012</year>
<volume>2</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>21-9</page-range></nlm-citation>
</ref>
<ref id="B40">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Taylor]]></surname>
<given-names><![CDATA[H. F. W.]]></given-names>
</name>
</person-group>
<source><![CDATA[Cement chemistry]]></source>
<year>1990</year>
<publisher-loc><![CDATA[London ]]></publisher-loc>
<publisher-name><![CDATA[Academic Press]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B41">
<nlm-citation citation-type="book">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Tessari]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<source><![CDATA[Estudo da capacidade de proteção de alguns tipos de cimento nacionais, em relação à corrosão de armaduras sob a ação de íons cloreto]]></source>
<year>2001</year>
<publisher-loc><![CDATA[Porto Alegre, Rio Grande do Sul ]]></publisher-loc>
<publisher-name><![CDATA[Universidade Federal do Rio Grande do Sul - UFRGS]]></publisher-name>
</nlm-citation>
</ref>
</ref-list>
</back>
</article>
