Revista ALCONPAT https://revistaalconpat.org/index.php/RA <table> <tbody> <tr> <td><img src="/public/site/images/admin/Portada_principal4.jpg" alt="" width="350" height="453"></td> <td>&nbsp;</td> <td> <p align="justify">The Revista ALCONPAT (RA) is an international scientific electronic journal of the Latin American Association of Quality Control, Pathology and Recovery of Construction that aims to publish case studies related to quality control, pathology and recovery of buildings , contributions are welcome product of basic research, applied, documentary or review articles, directly related to the solution of problems in these areas.</p> <div> <p align="justify">(RA) is aimed towards the scientific and technical medium of the construction industry, related to: exterior finishes, climate action, accidents and meteors, legal aspects, ethics, costs, education and learning, execution, human factor, structural elements, decorative elements, management, facilities, safety, materials, characterization methods and methodologies, standards, works, projects, international networks, use and maintenance.</p> <p align="justify">The manuscripts will be subject to a peer review process by a scientific committee and anonymous reviewers in a double-blind process, in which the authors do not know the evaluators and vice versa.</p> <p align="justify">It is a quarterly journal published three times per year in the following manner: January, May and September. It is published in three languages, English, Portuguese and Spanish. The RA, based on its open access privacy policy, allows downloading the entire content of the journal in digital format (PDF) for free.</p> <p align="justify">It also authorizes the author to upload the article, in the format published by the journal (author’s guidelines), to their personal website: <a>http://www.revistaalconpat.org</a>; the author may also distribute copies of the published article in an electronic or printed format to anyone they consider convenient and reuse parts of the article in future articles, provided that the corresponding credit is given (citation).</p> </div> </td> </tr> </tbody> </table> en-US <div id="deed-head" class="row"> <div id="deed-license"> <div id="deed-head" class="row"> <div id="deed-license"> <p><strong>_______________________________</strong></p> <p><strong>License in effect from September 2020</strong></p> <h2 id="rights">You are free to:</h2> <ol> <li class="show"><strong>Share&nbsp;</strong>— copy and redistribute the material in any medium or format for any purpose, even commercially.</li> <li class="show"><strong>Adapt&nbsp;</strong>— remix, transform, and build upon the material for any purpose, even commercially.</li> <li class="show">The licensor cannot revoke these freedoms as long as you follow the license terms.</li> </ol> <h2 id="terms">Under the following terms:</h2> <ol> <li class="cc-by show"><strong>Attribution&nbsp;</strong>— You must give&nbsp;<a id="src-appropriate-credit" href="https://creativecommons.org/licenses/by/4.0/#ref-appropriate-credit">appropriate credit&nbsp;</a>, provide a link to the license, and&nbsp;<a id="src-indicate-changes" href="https://creativecommons.org/licenses/by/4.0/#ref-indicate-changes">indicate if changes were made&nbsp;</a>. You may do so in any reasonable manner, but not in any way that suggests the licensor endorses you or your use.</li> <li class="show"><strong>No additional restrictions&nbsp;</strong>— You may not apply legal terms or&nbsp;<a id="src-technological-measures" href="https://creativecommons.org/licenses/by/4.0/#ref-technological-measures">technological measures&nbsp;</a>that legally restrict others from doing anything the license permits.</li> </ol> <h2 class="b-header has-text-black padding-bottom-big padding-top-normal">Notices:</h2> <p>You do not have to comply with the license for elements of the material in the public domain or where your use is permitted by an applicable&nbsp;<a id="src-exception-or-limitation" href="https://creativecommons.org/licenses/by/4.0/#ref-exception-or-limitation">exception or limitation&nbsp;</a>.</p> <p>No warranties are given. The license may not give you all of the permissions necessary for your intended use. For example, other rights such as&nbsp;<a id="src-publicity-privacy-or-moral-rights" href="https://creativecommons.org/licenses/by/4.0/#ref-publicity-privacy-or-moral-rights">publicity, privacy, or moral rights&nbsp;</a>may limit how you use the material.</p> </div> </div> </div> </div> editorial@revistaalconpat.org (Revista Alconpat) editorial-revista.alconpat@gmail.com (Elizabeth Sabido Maldonado) Wed, 15 May 2024 00:00:00 +0000 OJS 3.1.2.4 http://blogs.law.harvard.edu/tech/rss 60 RAV13N2, Message from the Editor in Chief (May – August 2024) https://revistaalconpat.org/index.php/RA/article/view/740 <p style="text-align: center;"><strong>JOURNAL OF THE LATIN AMERICAN ASSOCIATION OF QUALITY CONTROL, PATHOLOGY AND RECOVERY OF CONSTRUCTION</strong></p> <p style="text-align: center;"><em>http://www.revistaalconpat.org</em></p> <p>&nbsp;</p> <p style="text-align: justify;">It is a source of satisfaction and joy for the ALCONPAT Journal team to see the second issue of our fourteenth year published.</p> <p style="text-align: justify;">The objective of ALCONPAT Journal (RA) is the publication of citable production (basic or applied research, and reviews), documentary research and case studies, related to the themes of our association, that is, quality control, pathology and recovery of the constructions.</p> <p style="text-align: justify;">This V14 N2 edition begins with a work from <strong>Mexico</strong>, where José Manuel Mendoza Rangel and colleagues review the 3D printing of cementitious materials (I3DMC) evaluating their suitability to build Decent, Affordable and Sustainable Housing (ViDAS) in Mexico, considering the mechanical requirements, for durability and sustainability. The climate and economic crisis are current challenges for a Circular Construction Industry, but I3DMC reduces CO<sub>2</sub> emissions, materials and waste, labor, times and costs by up to 88%, 50%, 70% and 90%, respectively, achieving the resistance and durability of conventional construction. Likewise, there are I3DMC companies in developed countries, but importing this technology to developing countries is not affordable, therefore, research into I3DMC technologies is ongoing in Nuevo León, Mexico, allowing the construction of ViDAS for $1,700-$4,500/ m<sup>2</sup>.</p> <p style="text-align: justify;">In the second work, from <strong>Mexico</strong>, Irma Elizabeth Betancourt-Castillo and Oswaldo Burciaga-Díaz investigate the effects of alkaline activation with MgO-NaOH on the compressive strength and reaction products of cements alkaline activated with stone powder limestone (PClz) and Class C fly ash (CV). The results showed that the substitutions of 25%&lt;PClz&lt;75% allowed 25-76 MPa at 360 days of curing, obtaining the highest resistance with 25%PClz-75%CV and 50%PClz-50%CV with 10 and 12 % NaOH-MgO respectively. The results suggest that PCLz participates in hydration reactions as a filling and nucleating agent while CV is the main contributor to the progression of chemical reactions. X-ray diffraction (XRD), thermal analysis (TA) and scanning electron microscopy (SEM) indicated the formation of M-S-H and C, N-A-S-H type products, in addition to carbonate phases such as hydrotalcite, gaylussite and pirssonite. No traces of unreacted MgO were observed, indicating its complete incorporation into the reaction products.</p> <p style="text-align: justify;">The third work in this issue is from <strong>Mexico</strong>, where Jorge Varela-Rivera and colleagues present a study on the shear behavior of confined masonry walls made of autoclave cellular concrete (CCA). Five reduced-scale CCA confined walls were tested subject to lateral loads. The variables studied were the geometric scale factor and the aspect ratio of the walls. Scales 1:2 and 1:3 were considered. Based on the behavior of the walls at a reduced and natural scale, experimental scale factors were determined. The existing geometric scaling factors were compared with the corresponding experimental ones. It is concluded that the geometric scale factors can be used to predict the shear resistance and maximum shear resistance of walls with scales 1:2 and 1:3. Geometric scaling factors can only be used to predict the stiffness and distortion associated with ultimate shear strength.</p> <p style="text-align: justify;">In the fourth article, Jorge Humberto Chávez-Gómez and colleagues from <strong>Mexico</strong> use a Digital Image Correlation (DIC) technique to analyze displacements in masonry walls subjected to axial compression, without using a commercial program. An algorithm was developed using the Newton Raphson numerical method for this purpose. The results obtained were compared with the measurements of the linear variable differential transducer (LVDT), validating the effectiveness of the algorithm and comparing them with previous studies, with acceptable errors. This work is part of an ongoing project at the Institute of Civil Engineering of the Autonomous University of Nuevo León, establishing the bases for future research on the implementation of the technique to obtain pathologies and deformational states in masonry structures. The main conclusion was that the DIC could be used as a reliable measurement method for displacements and deformations in laboratory tests.</p> <p style="text-align: justify;">The fifth article, by Carlos Alberto Torres Montes de Oca, José Eduardo Rosas Valencia and Oswaldo Aldair Pérez Jarquín, comes from <strong>Mexico</strong>. They investigate how to denote the application of numerical-vector succession in the structural analysis of historic masonry buildings, with arches and symmetrical systems, including mathematical processes in ancient graphic analysis, emphasizing the importance of loads in structural stability. The analyzes are based on three fundamental stages: recognition of the construction system of the heritage object, geometric discretization of the system and vector analysis under different physical considerations. Thus, the thrust lines are affected by the loads, the boundary conditions and the history of the structural behavior of the heritage object. Numerical and computational tools offer faster and more precise graphic analysis processes. The authors conclude that these methods provide very particular results and some of them are similar, so it is recommended to use the methods as a complement and not classify one over the other.</p> <p style="text-align: justify;">The article that closes the edition is by José Levi Chaves de Sousa and Carlos Ochoa from <strong>Brazil</strong>, who analyze whether there are differences in the classification of the surface condition of a flexible road pavement using Continuous Visual Survey (CLV) and the Global Severity Index (IGG). A segment of road covered with Asphalt Concrete was selected, with the objective of evaluating the costs associated with each classification. Due to the limitation of a longer time to obtain the IGG, the analysis was limited to that segment. The results revealed divergences in the classifications and costs of the methods in the initial road segments. It was concluded that the LVC offered better results than the IGG, attributable to the inherent subjectivity of human evaluation. Furthermore, it was observed that the two methods complement each other in the functional analysis of road pavements.</p> <p style="text-align: justify;">We are confident that the articles in this issue will constitute an important reference for those readers involved with issues of evaluations and characterizations of materials, elements and structures. We thank the authors participating in this issue for their willingness and effort to present quality articles and meet the established deadlines.</p> <p style="text-align: justify;">At the close of this V14 N2 2024, 14 years after starting operations, our performance as Alconpat Journal was finally rewarded with our inclusion in one of the two best indexes for journals such as Elsevier's Scopus. We already have a modest impact factor (0.3), which I am sure will increase thanks to you, our readers, and the quality of our articles. Our membership in Scopus has its historic beginning on December 29, 2022, the date on which we received approval from Elsevier. We hope during 2024 to apply to Journal Citation Reports, which is the index with the greatest international coverage and quality. These are reasons to celebrate for our community that has made a scientific investment in our journal waiting for moments like this. Congratulations to all.</p> <p style="text-align: justify;">On behalf of the Editorial Board</p> <p style="text-align: justify;">&nbsp;</p> <p style="text-align: justify;">Pedro Castro Borges&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;</p> <p style="text-align: justify;">Editor in Chief</p> Pedro Castro Borges (Author) Copyright (c) 2024 Castro Borges, P. https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/740 Wed, 15 May 2024 00:00:00 +0000 Circular economy in the 3D printing construction industry: a design, durability, materials, and processes solution to achieve decent, affordable, and sustainable housing in Nuevo León and Mexico https://revistaalconpat.org/index.php/RA/article/view/735 <p>This review of 3D-printing of cementitious materials (3DPCM) evaluates its suitability to build Decent, Affordable and Sustainable Housing (DASH) in Mexico, considering mechanical requirements, durability, and sustainability. The climate and economic crises are current challenges for a Circular Construction Industry, but the 3DPCM reduces CO<sub>2</sub> emissions, materials and waste, labor, times and costs by up to 88%, 50%, 70% and 90%, respectively, achieving the strength and durability of conventional construction. Likewise, there are 3DPCM companies in developed countries, but importing this technology to developing countries is not affordable, therefore, research into 3DPCM technologies is ongoing in Nuevo León, Mexico, allowing the construction of DASH for $1,700-$4,500/m<sup>2</sup>.</p> José Manuel Mendoza Rangel, José Raúl Zapata Padilla, Francisco David Anguiano Pérez, Mario Iván Velásquez Hernández , Samuel Mares Chávez, Erik Eduardo Espino Robles, Joel Isaac Alvarado López, Michael Adrián López Serna, José Alberto Mendoza Jiménez, Jorge Humberto Díaz Aguilera (Author) Copyright (c) 2024 Mendoza-Rangel, J. M., Zapata-Padilla, J. R., Anguiano-Pérez, F. D., Velásquez-Hernández, M. I., Mares-Chávez, S., Espino-Robles, E. E., Alvarado-López, J. I., López-Serna, M.A., Mendoza-Jiménez, J. A., Díaz-Aguilera, J. H. (2024) https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/735 Wed, 15 May 2024 00:00:00 +0000 Alkali-activated cements based on limestone-fly ash: Effect of the MgO-NaOH activation, compressive strength and reaction products https://revistaalconpat.org/index.php/RA/article/view/737 <p>This study investigates the effects of alkaline activation with MgO-NaOH on the compressive strength and reaction products of alkali activated cements of limestone powder (PClz) and Class C fly ash (CV). Results showed that substitutions of 25%&lt;PClz&lt;75% allowed 25-76 MPa at 360 days of curing, obtaining the highest strength with 25%PClz-75%CV and 50%PClz-50%CV with 10 and 12% NaOH-MgO, respectively. The results suggest that PCLz participates in hydration reactions as filler and nucleating agent while CV is the main contributor to the advance of the chemical reactions. X-ray diffraction (XRD), Thermal analysis (TA) and Scanning Electron Microscopy (SEM) indicated the formation of M-S-H, and C, N-A-S-H-type products, in addition to carbonate phases such as hydrotalcite, gaylussite, and pirssonite. Traces of unreacted MgO were not observed indicating its whole incorporation into the reaction products.</p> Irma Elizabeth Betancourt- Castillo, Oswaldo Burciaga-Díaz (Author) Copyright (c) 2024 Betancourt-Castillo, I. E., Burciaga-Díaz, O. (2024) https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/737 Wed, 15 May 2024 23:27:00 +0000 Shear behavior of autoclaved aerated concrete confined masonry walls with different scales https://revistaalconpat.org/index.php/RA/article/view/725 <p>An experimental study on the shear behavior of autoclaved aerated concrete (AAC) confined masonry walls is presented.&nbsp; A total of five reduced-scale walls were tested in the laboratory under reverse lateral loads.&nbsp; Variables studied were the geometric scaling factor and the aspect ratio of walls.&nbsp; Scales considered were 1:2 and 1:3. Based on the behavior of the reduced- and corresponding full-scale walls experimental scaling factors were determined.&nbsp; Existing geometric scaling factors were compared with corresponding experimental scaling factors.&nbsp; It was concluded that geometric scaling factors can be used to predict the shear strength and maximum shear strength of walls with scales of 1:2 and 1:3. Geometric scaling factors can only be used to predict stiffness and drift ratios associated with the maximum shear strength of walls.</p> Jorge Varela-Rivera, Juan Cancep-Rodriguez, Luis Fernandez-Baqueiro, Joel Alberto Moreno Herrera (Author) Copyright (c) 2024 Varela-Rivera, J. L., Cacep-Rodriguez, J., Fernandez-Baqueiro, L. E., Moreno-Herrera, J. A. (2024) https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/725 Wed, 15 May 2024 00:00:00 +0000 An approach to digital images correlation for measurements of masonry specimens in laboratory https://revistaalconpat.org/index.php/RA/article/view/705 <p>The aim of the work is to employ the Digital Image Correlation (DIC) technique to analyze displacements in masonry wallettes under axial compression, without using commercial software. An algorithm was developed using the Newton Raphson numerical method for this purpose. The results obtained were compared with measurements from the Linear Variable Differential Transformer (LVDT), validating the effectiveness of the algorithm and comparing them with previous studies, with acceptable errors. This work is part of an ongoing project at the Civil Engineering Institute of the Autonomous University of Nuevo León, laying the groundwork for future research on the implementation of the technique for obtaining pathologies and deformation states in masonry structures.</p> Jorge Humberto Chávez-Gómez, Milena Mesa-Lavista, José Álvarez-Pérez, Fabiola D Yépez-Rincón, Eduardo Valencia-Guzmán, Ricardo González-Alcorta (Author) Copyright (c) 2024 Chávez-Gómez, J. H., Mesa-Lavista, M., Álvarez Pérez, J., Yépez-Rincón, F., Valencia-Guzmán, E., González-Alcorta, R. (2024) https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/705 Wed, 15 May 2024 00:00:00 +0000 Numerical-vector succession for the graphic structural analysis of masonry historic buildings with arches and symmetrical systems https://revistaalconpat.org/index.php/RA/article/view/717 <p>Many historic buildings have symmetry in their geometric configuration. The objective of this research is to denote the application of numerical-vector succession in the structural analysis of historical masonry buildings, with arches and symmetrical systems, including mathematical processes in ancient graphic analysis, emphasizing the importance of loads in the structural stability. We based the analysis on three fundamental stages: recognition of the construction system of the heritage object, geometric discretization of the system and vector analysis under different physical considerations. Hence, the thrust lines are affected by the loads, boundary conditions and history of structural behaviour. Numerical and computational tools offer faster and more accurate graphic analysis processes.</p> <p>Many historic buildings have symmetry in their geometric configuration. The objective of this research is to denote the application of numerical-vector succession in the structural analysis of historical masonry buildings, with arches and symmetrical systems, including mathematical processes in ancient graphic analysis, emphasizing the importance of loads in the structural stability. We based the analysis on three fundamental stages: recognition of the construction system of the heritage object, geometric discretization of the system and vector analysis under different physical considerations. Hence, the thrust lines are affected by the loads, boundary conditions and history of structural behaviour. Numerical and computational tools offer faster and more accurate graphic analysis processes.</p> Carlos Alberto Torres Montes de Oca, José Eduardo Rosas Valencia, Oswaldo Aldair Pérez Jarquín (Author) Copyright (c) 2024 Torres, C., Rosas, J., Pérez, O. (2024) https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/717 Wed, 15 May 2024 00:00:00 +0000 Technical and cost impact of differences in functional classification of road pavements https://revistaalconpat.org/index.php/RA/article/view/680 <p>This work aims to analyze whether there are differences in the classification of the condition of a flexible road pavement using Continuous Visual Survey (LVC) and the Global Gravity Index (IGG). A section of a road paved with Asphalt Concrete was selected to assess the costs associated with each classification. Due to the longer time required for obtaining IGG, the analysis was limited to this section. The results revealed discrepancies in classifications and costs between the methods in the initial segments of the road. It was concluded that LVC provided better results than IGG, attributed to the inherent subjectivity of human assessment. Additionally, it was observed that the two methods complement each other in the functional analysis of road pavements.</p> José Levi Chaves de Sousa, Camila Lima Maia, Sarah Denise Vasconcelos , Francisco Heber Lacerda de Oliveira (Author) Copyright (c) 2024 Sousa, J. L. C., Maia, C. L., Vasconcelos, S. D., Oliveira, F. H. L. https://creativecommons.org/licenses/by/4.0 https://revistaalconpat.org/index.php/RA/article/view/680 Wed, 15 May 2024 00:00:00 +0000