<?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>S2007-68352023000200005</article-id>
<article-id pub-id-type="doi">10.21041/ra.v13i2.671</article-id>
<title-group>
<article-title xml:lang="en"><![CDATA[New model for complete design of rectangular isolated footings taking into account that the contact surface works partially in compression]]></article-title>
<article-title xml:lang="pt"><![CDATA[Um novo modelo para o dimensionamento completo de fundações isoladas retangulares levando em consideração que a superfície de contato funciona parcialmente em compressão]]></article-title>
<article-title xml:lang="es"><![CDATA[Nuevo modelo para el diseño completo de zapatas aisladas rectangulares tomando en cuenta que la superficie de contacto funciona parcialmente en compresión]]></article-title>
</title-group>
<contrib-group>
<contrib contrib-type="author">
<name>
<surname><![CDATA[Luévanos Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<xref ref-type="aff" rid="Aff"/>
</contrib>
</contrib-group>
<aff id="Af1">
<institution><![CDATA[,Universidad Autónoma de Coahuila Instituto de Investigaciones Multidisciplinarias ]]></institution>
<addr-line><![CDATA[Torreón Coahuila]]></addr-line>
<country>Mexico</country>
</aff>
<pub-date pub-type="pub">
<day>00</day>
<month>08</month>
<year>2023</year>
</pub-date>
<pub-date pub-type="epub">
<day>00</day>
<month>08</month>
<year>2023</year>
</pub-date>
<volume>13</volume>
<numero>2</numero>
<fpage>192</fpage>
<lpage>219</lpage>
<copyright-statement/>
<copyright-year/>
<self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_arttext&amp;pid=S2007-68352023000200005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_abstract&amp;pid=S2007-68352023000200005&amp;lng=en&amp;nrm=iso"></self-uri><self-uri xlink:href="http://www.scielo.org.mx/scielo.php?script=sci_pdf&amp;pid=S2007-68352023000200005&amp;lng=en&amp;nrm=iso"></self-uri><abstract abstract-type="short" xml:lang="en"><p><![CDATA[Abstract This paper shows a new model for complete design of rectangular isolated footings under uniaxial and biaxial bending, considering that the footing area in contact with the soil partially works to compression. The methodology is presented by integration to obtain moments, flexural shearing and punching shearing. Numerical examples are presented for design of rectangular isolated footings under uniaxial and biaxial flexion and are compared with the current model (total area works in compression) in terms of concrete and steel volumes. The current model shows greater volumes of concrete and steel. Therefore, the new model is the most appropriate, since it presents better quality control in the resources used.]]></p></abstract>
<abstract abstract-type="short" xml:lang="pt"><p><![CDATA[Resumo Este artigo mostra um novo modelo para o dimensionamento completo de fundações isoladas retangulares sob flexão uniaxial e biaxial, levando em consideração que a área da sapata em contato com o solo funciona parcialmente à compressão. A metodologia é apresentada por integração para obter momentos, cisalhamento por flexão e punção. Exemplos numéricos são apresentados para o projeto de fundações isoladas retangulares sob flexão uniaxial e biaxial e são comparados ao modelo atual (a área total funciona em compressão) em termos de volumes de concreto e aço. O modelo atual mostra maiores volumes de concreto e aço. Portanto, o novo modelo é o mais apropriado, pois apresenta melhor controle de qualidade nos recursos utilizados.]]></p></abstract>
<abstract abstract-type="short" xml:lang="es"><p><![CDATA[Resumen Este documento muestra un nuevo modelo para diseño completo de zapatas aisladas rectangulares bajo flexión uniaxial y biaxial, tomando en cuenta que el área de la zapata en contacto con el suelo funciona parcialmente a compresión. La metodología se presenta por integración para obtener momentos, cortantes por flexión y penetración. Los ejemplos numéricos se presentan para el diseño de zapatas aisladas rectangulares bajo flexión uniaxial y biaxial, y se comparan con el modelo actual (área total funciona en compresión) en términos de volúmenes de concreto y acero. El modelo actual muestra mayores volúmenes de concreto y acero. Por lo tanto, el nuevo modelo es el más adecuado, ya que presenta mejor control de calidad en los recursos utilizados.]]></p></abstract>
<kwd-group>
<kwd lng="en"><![CDATA[rectangular isolated footings]]></kwd>
<kwd lng="en"><![CDATA[new model for complete design]]></kwd>
<kwd lng="en"><![CDATA[moments]]></kwd>
<kwd lng="en"><![CDATA[flexural shearing]]></kwd>
<kwd lng="en"><![CDATA[punching shearing]]></kwd>
<kwd lng="pt"><![CDATA[fundações isoladas retangulares]]></kwd>
<kwd lng="pt"><![CDATA[novo modelo para dimensionamento completo]]></kwd>
<kwd lng="pt"><![CDATA[momentos]]></kwd>
<kwd lng="pt"><![CDATA[cisalhamento de flexão]]></kwd>
<kwd lng="pt"><![CDATA[punção]]></kwd>
<kwd lng="es"><![CDATA[zapatas aisladas rectangulares]]></kwd>
<kwd lng="es"><![CDATA[nuevo modelo para diseño completo]]></kwd>
<kwd lng="es"><![CDATA[momentos]]></kwd>
<kwd lng="es"><![CDATA[cortante por flexión]]></kwd>
<kwd lng="es"><![CDATA[cortante por penetración]]></kwd>
</kwd-group>
</article-meta>
</front><back>
<ref-list>
<ref id="B1">
<nlm-citation citation-type="book">
<collab>ACI 318S-19</collab>
<source><![CDATA[&#8220;Building Code Requirements for Structural Concrete and Commentary, Committee 318&#8221;]]></source>
<year>2019</year>
<publisher-loc><![CDATA[New York ]]></publisher-loc>
<publisher-name><![CDATA[USA]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B2">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aguilera-Mancilla]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modeling for the strap combined footings Part I: Optimal dimensioning]]></article-title>
<source><![CDATA[Steel and Composite Structures]]></source>
<year>2019</year>
<volume>30</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>97-108</page-range></nlm-citation>
</ref>
<ref id="B3">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Al-Gahtani]]></surname>
<given-names><![CDATA[H.J.]]></given-names>
</name>
<name>
<surname><![CDATA[Adekunle]]></surname>
<given-names><![CDATA[S.K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A boundary-type approach for the computation of vertical stresses in soil due to arbitrarily shaped foundations]]></article-title>
<source><![CDATA[World Journal of Engineering]]></source>
<year>2019</year>
<volume>16</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>419-26</page-range></nlm-citation>
</ref>
<ref id="B4">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Algin]]></surname>
<given-names><![CDATA[H.M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Stresses from linearly distributed pressures over rectangular areas]]></article-title>
<source><![CDATA[International Journal for Numerical and Analytical Methods in Geomechanics]]></source>
<year>2000</year>
<volume>24</volume>
<numero>8</numero>
<issue>8</issue>
<page-range>681-92</page-range></nlm-citation>
</ref>
<ref id="B5">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Algin]]></surname>
<given-names><![CDATA[H.M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Practical formula for dimensioning a rectangular footing]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2007</year>
<volume>29</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>1128-34</page-range></nlm-citation>
</ref>
<ref id="B6">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Aydogdu]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[New Iterative method to Calculate Base Stress of Footings under Biaxial Bending]]></article-title>
<source><![CDATA[Journal of Engineering and Applied Sciences]]></source>
<year>2016</year>
<volume>8</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>40-8</page-range></nlm-citation>
</ref>
<ref id="B7">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Bezmalinovic Colleoni]]></surname>
<given-names><![CDATA[A.S.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Fórmulas analíticas para la presión de contacto lineal en fundaciones rectangulares altamente excéntricas]]></article-title>
<source><![CDATA[IX Chilean Congress on Geotechnical Engineering, Chilean Geotechnical Society]]></source>
<year>2016</year>
<publisher-name><![CDATA[Universidad Austral de Chile]]></publisher-name>
</nlm-citation>
</ref>
<ref id="B8">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Dagdeviren]]></surname>
<given-names><![CDATA[U.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Shear stresses below the rectangular foundations subjected to biaxial bending]]></article-title>
<source><![CDATA[Geomechanics Engineering]]></source>
<year>2016</year>
<volume>10</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>189-205</page-range></nlm-citation>
</ref>
<ref id="B9">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Filho]]></surname>
<given-names><![CDATA[W.L.]]></given-names>
</name>
<name>
<surname><![CDATA[Carvalho]]></surname>
<given-names><![CDATA[R.CH.]]></given-names>
</name>
<name>
<surname><![CDATA[Christoforo]]></surname>
<given-names><![CDATA[A.L.]]></given-names>
</name>
<name>
<surname><![CDATA[Lahr]]></surname>
<given-names><![CDATA[F.A.R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Dimensioning of Isolated Footing Submitted to the under Biaxial Bending Considering the Low Concrete Consumption]]></article-title>
<source><![CDATA[International Journal of Materials Engineering]]></source>
<year>2017</year>
<volume>7</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>1-11</page-range></nlm-citation>
</ref>
<ref id="B10">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Galvis]]></surname>
<given-names><![CDATA[F.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Smith-Pardo]]></surname>
<given-names><![CDATA[J.P.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Axial load biaxial moment interaction (PMM) diagrams for shallow foundations: Design aids, experimental verification, and examples]]></article-title>
<source><![CDATA[Engineering Structures]]></source>
<year>2020</year>
<volume>213</volume>
<page-range>110582</page-range></nlm-citation>
</ref>
<ref id="B11">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Girgin]]></surname>
<given-names><![CDATA[K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Simplified formulations for the determination of rotational spring constants in rigid spread footings resting on tensionless soil]]></article-title>
<source><![CDATA[Journal Civil Engineering and Management]]></source>
<year>2017</year>
<volume>23</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>464-74</page-range></nlm-citation>
</ref>
<ref id="B12">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Gör]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Analyzing the bearing capacity of shallow foundations on two-layered soil using two novel cosmology-based optimization techniques]]></article-title>
<source><![CDATA[Smart Structures and Systems]]></source>
<year>2022</year>
<volume>29</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>513-22</page-range></nlm-citation>
</ref>
<ref id="B13">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Irles-Más]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Irles-Más]]></surname>
<given-names><![CDATA[F]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Alternativa analítica a la determinación de tensiones bajo zapatas rectangulares con flexión biaxial y despegue parcial]]></article-title>
<source><![CDATA[Informes de la Construcción]]></source>
<year>1992</year>
<volume>44</volume>
<numero>419</numero>
<issue>419</issue>
<page-range>77-89</page-range></nlm-citation>
</ref>
<ref id="B14">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Jahanandish]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Veiskarami]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Ghahramani]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Effect of Foundation Size and Roughness on the Bearing Capacity Factor, N&#947;, by Stress Level-Based ZEL Method]]></article-title>
<source><![CDATA[Arabian Journal for Science and Engineering]]></source>
<year>2012</year>
<volume>37</volume>
<numero>7</numero>
<issue>7</issue>
<page-range>1817-31</page-range></nlm-citation>
</ref>
<ref id="B15">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kaur]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Kumar]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Behavior of eccentrically inclined loaded footing resting on fiber reinforced soil]]></article-title>
<source><![CDATA[Geomechanics Engineering]]></source>
<year>2016</year>
<volume>10</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>155-74</page-range></nlm-citation>
</ref>
<ref id="B16">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Khajehzadeh]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Taha]]></surname>
<given-names><![CDATA[M.R.]]></given-names>
</name>
<name>
<surname><![CDATA[Eslami]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Multi-objective Optimization of foundation using global-local gravitational search algorithm]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2014</year>
<volume>50</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>257-73</page-range></nlm-citation>
</ref>
<ref id="B17">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Kim-Sánchez]]></surname>
<given-names><![CDATA[D.S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Barquero-Cabrero]]></surname>
<given-names><![CDATA[J.D.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Soto]]></surname>
<given-names><![CDATA[I.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A New Model for the Complete Design of Circular Isolated Footings Considering that the Contact Surface Works Partially under Compression]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2022</year>
<volume>18</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>1769-84</page-range></nlm-citation>
</ref>
<ref id="B18">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[J.]]></given-names>
</name>
<name>
<surname><![CDATA[Jeong]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Lee]]></surname>
<given-names><![CDATA[J.K.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[3D analytical method for mat foundations considering coupled soil springs]]></article-title>
<source><![CDATA[Geomechanics Engineering]]></source>
<year>2015</year>
<volume>8</volume>
<numero>6</numero>
<issue>6</issue>
<page-range>845-50</page-range></nlm-citation>
</ref>
<ref id="B19">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Lezgy-Nazargah]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Mamazizi]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Khosravi]]></surname>
<given-names><![CDATA[H.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Analysis of shallow footings rested on tensionless foundations using a mixed finite element model]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2022</year>
<volume>81</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>379-94</page-range></nlm-citation>
</ref>
<ref id="B20">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A mathematical model for dimensioning of square isolated footings using optimization techniques: general case]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2017</year>
<volume>13</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>67-74</page-range></nlm-citation>
</ref>
<ref id="B21">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal dimensioning for the corner combined footings]]></article-title>
<source><![CDATA[Advances in Computational Design]]></source>
<year>2017</year>
<volume>2</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>169-83</page-range></nlm-citation>
</ref>
<ref id="B22">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A new mathematical model for design of square isolated footings for general case]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2017</year>
<volume>13</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1149-68</page-range></nlm-citation>
</ref>
<ref id="B23">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Sandoval-Rivas]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Velázquez-Santillán]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal design for the reinforced concrete circular isolated footings]]></article-title>
<source><![CDATA[Advances in Computational Design]]></source>
<year>2019</year>
<volume>4</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>273-94</page-range></nlm-citation>
</ref>
<ref id="B24">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A Mathematical Model for Dimensioning of Footings Square]]></article-title>
<source><![CDATA[International Review of Civil Engineering]]></source>
<year>2012</year>
<volume>3</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>346-50</page-range></nlm-citation>
</ref>
<ref id="B25">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A Mathematical Model for the Dimensioning of Circular Footings]]></article-title>
<source><![CDATA[Far East Journal of Mathematical Sciences]]></source>
<year>2012</year>
<volume>71</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>357-67</page-range></nlm-citation>
</ref>
<ref id="B26">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A Mathematical Model for Dimensioning of Footings Rectangular]]></article-title>
<source><![CDATA[ICIC Express Letters Part B: Applications]]></source>
<year>2013</year>
<volume>4</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>269-74</page-range></nlm-citation>
</ref>
<ref id="B27">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Faudoa-Herrera]]></surname>
<given-names><![CDATA[J.G.]]></given-names>
</name>
<name>
<surname><![CDATA[Andrade-Vallejo]]></surname>
<given-names><![CDATA[R.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Cano-Alvarez]]></surname>
<given-names><![CDATA[M.A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of Isolated Footings of Rectangular Form Using a New Model]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2013</year>
<volume>9</volume>
<numero>10</numero>
<issue>10</issue>
<page-range>4001-22</page-range></nlm-citation>
</ref>
<ref id="B28">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A Comparative Study for Dimensioning of Footings with Respect to the Contact Surface on Soil]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2014</year>
<volume>10</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1313-26</page-range></nlm-citation>
</ref>
<ref id="B29">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of isolated footings of circular form using a new model]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2014</year>
<volume>52</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>767-86</page-range></nlm-citation>
</ref>
<ref id="B30">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of boundary combined footings of rectangular shape using a new model]]></article-title>
<source><![CDATA[DYNA Colombia]]></source>
<year>2014</year>
<volume>81</volume>
<numero>188</numero>
<issue>188</issue>
<page-range>199-208</page-range></nlm-citation>
</ref>
<ref id="B31">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A New Approach for Dimensioning of Rectangular Footings Using Optimization Techniques]]></article-title>
<source><![CDATA[ICIC Express Letters Part B: Applications]]></source>
<year>2015</year>
<volume>6</volume>
<numero>11</numero>
<issue>11</issue>
<page-range>3141-6</page-range></nlm-citation>
</ref>
<ref id="B32">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A New Mathematical Model for Dimensioning of the Boundary Trapezoidal Combined Footings]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2015</year>
<volume>11</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1269-79</page-range></nlm-citation>
</ref>
<ref id="B33">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A new model for the design of rectangular combined boundary footings with two restricted opposite sides]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2015</year>
<volume>6</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>172-87</page-range></nlm-citation>
</ref>
<ref id="B34">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Design of boundary combined footings of trapezoidal form using a new model]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2015</year>
<volume>56</volume>
<numero>5</numero>
<issue>5</issue>
<page-range>745-65</page-range></nlm-citation>
</ref>
<ref id="B35">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A Mathematical Model for the Dimensioning of Combined Footings of Rectangular Shape]]></article-title>
<source><![CDATA[Revista Técnica de la Facultad de Ingeniería Universidad del Zulia]]></source>
<year>2016</year>
<volume>39</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>3-9</page-range></nlm-citation>
</ref>
<ref id="B36">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Un nuevo modelo para diseño de zapatas combinadas rectangulares de lindero con dos lados opuestos restringidos]]></article-title>
<source><![CDATA[Revista ACONPAT]]></source>
<year>2016</year>
<volume>6</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>173-89</page-range></nlm-citation>
</ref>
<ref id="B37">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal design for rectangular isolated footings using the real soil pressure]]></article-title>
<source><![CDATA[Ingeniería e Investigación]]></source>
<year>2017</year>
<volume>37</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>25-33</page-range></nlm-citation>
</ref>
<ref id="B38">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A new model for T-shaped combined footings Part I: Optimal dimensioning]]></article-title>
<source><![CDATA[Geomechanics Engineering]]></source>
<year>2018</year>
<volume>14</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>51-60</page-range></nlm-citation>
</ref>
<ref id="B39">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A new model for T-shaped combined footings Part II: Mathematical model for design]]></article-title>
<source><![CDATA[Geomechanics Engineering]]></source>
<year>2018</year>
<volume>14</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>61-9</page-range></nlm-citation>
</ref>
<ref id="B40">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Luévanos Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Sandoval Rivas]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Farías Montemayor]]></surname>
<given-names><![CDATA[O. M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Un modelo analítico para el diseño de zapatas combinadas de esquina]]></article-title>
<source><![CDATA[Revista ALCONPAT]]></source>
<year>2020</year>
<volume>10</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>317-35</page-range></nlm-citation>
</ref>
<ref id="B41">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Özmen]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Determination of Base Stresses in Rectangular Footings under Biaxial Bending]]></article-title>
<source><![CDATA[Teknik Dergi Digest]]></source>
<year>2011</year>
<volume>22</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1519-35</page-range></nlm-citation>
</ref>
<ref id="B42">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rawat]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Mittal]]></surname>
<given-names><![CDATA[R.K.]]></given-names>
</name>
<name>
<surname><![CDATA[Muthukumar]]></surname>
<given-names><![CDATA[G.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Isolated Rectangular Footings under Biaxial Bending: A Critical Appraisal and Simplified Analysis Methodology]]></article-title>
<source><![CDATA[Practice Periodical on Structural Design and Construction]]></source>
<year>2020</year>
<volume>25</volume>
<numero>3</numero>
<issue>3</issue>
<page-range>04020011</page-range></nlm-citation>
</ref>
<ref id="B43">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodriguez-Gutierrez]]></surname>
<given-names><![CDATA[J.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Aristizabal-Ochoa]]></surname>
<given-names><![CDATA[J.D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Rigid Spread Footings Resting on Soil Subjected to Axial Load and Biaxial Bending. I: Simplified Analytical Method]]></article-title>
<source><![CDATA[International Journal of Geomechanics]]></source>
<year>2013</year>
<volume>13</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>109-19</page-range></nlm-citation>
</ref>
<ref id="B44">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Rodriguez-Gutierrez]]></surname>
<given-names><![CDATA[J.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Aristizabal-Ochoa]]></surname>
<given-names><![CDATA[J.D.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Rigid Spread Footings Resting on Soil Subjected to Axial Load and Biaxial Bending. II: Design Aids]]></article-title>
<source><![CDATA[International Journal of Geomechanics]]></source>
<year>2013</year>
<volume>13</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>120-31</page-range></nlm-citation>
</ref>
<ref id="B45">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Soto-Garcia]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[Barquero-Cabrero]]></surname>
<given-names><![CDATA[J.D.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Farias-Montemayor]]></surname>
<given-names><![CDATA[O.M.]]></given-names>
</name>
<name>
<surname><![CDATA[Martinez-Aguilar]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[A New Model for the Contact Surface With Soil of Circular Isolated Footings Considering that the Contact Surface Works Partially Under Compression]]></article-title>
<source><![CDATA[International Journal of Innovative Computing, Information and Control]]></source>
<year>2022</year>
<volume>18</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>1103-16</page-range></nlm-citation>
</ref>
<ref id="B46">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Vela-Moreno]]></surname>
<given-names><![CDATA[V.B.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Sandoval-Rivas]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
<name>
<surname><![CDATA[Martinez-Aguilar]]></surname>
<given-names><![CDATA[C.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Optimal area for rectangular isolated footings considering that contact surface works partially to compression]]></article-title>
<source><![CDATA[Structural Engineering and Mechanics]]></source>
<year>2022</year>
<volume>84</volume>
<numero>4</numero>
<issue>4</issue>
<page-range>561-73</page-range></nlm-citation>
</ref>
<ref id="B47">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Velázquez-Santillán]]></surname>
<given-names><![CDATA[F.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
<name>
<surname><![CDATA[Sandoval-Rivas]]></surname>
<given-names><![CDATA[R.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Numerical experimentation for the optimal design for reinforced concrete rectangular combined footings]]></article-title>
<source><![CDATA[Advances in Computational Design]]></source>
<year>2018</year>
<volume>3</volume>
<numero>1</numero>
<issue>1</issue>
<page-range>49-69</page-range></nlm-citation>
</ref>
<ref id="B48">
<nlm-citation citation-type="journal">
<person-group person-group-type="author">
<name>
<surname><![CDATA[Yáñez-Palafox]]></surname>
<given-names><![CDATA[J.A.]]></given-names>
</name>
<name>
<surname><![CDATA[Luévanos-Rojas]]></surname>
<given-names><![CDATA[A.]]></given-names>
</name>
<name>
<surname><![CDATA[López-Chavarría]]></surname>
<given-names><![CDATA[S.]]></given-names>
</name>
<name>
<surname><![CDATA[Medina-Elizondo]]></surname>
<given-names><![CDATA[M.]]></given-names>
</name>
</person-group>
<article-title xml:lang=""><![CDATA[Modeling for the strap combined footings Part II: Mathematical model for design]]></article-title>
<source><![CDATA[Steel and Composite Structures]]></source>
<year>2019</year>
<volume>30</volume>
<numero>2</numero>
<issue>2</issue>
<page-range>109-21</page-range></nlm-citation>
</ref>
</ref-list>
</back>
</article>
