Volumen 14, Número 2, Abril - Junio, 2026, Páginas104 al 128DOI: https://doi.org/10.37787/njrh0z95ARTÍCULO DE REVISIÓN Influencia de aditivos no convencionales en las propiedades físicas y mecánicas de ladrillos ecológicos: Una revisión sistemática Influence of unconventional additives on the physical and mechanical properties of eco-bricks: A systematic reviewLuis Bustamante *, José Sánchez y Manuel Laurencio RESUMENEn este estudio se realizó una revisión sistemática de literatura sobre la influencia de aditivos no convencionales en las propiedades físicas y mecánicas de ladrillos ecológicos. La búsqueda se llevó a cabo en bases de datos como ScienceDirect, Scopus, SpringerLink y MDPI, considerando publicaciones entre 2016 y 2025. Luego del proceso de selección, se analizaron más de 50 estudios que evaluaron el uso de residuos como plásticos reciclados, fibras vegetales, cenizas agroindustriales y otros materiales alternativos. Los resultados muestran que ciertos aditivos permiten mejoras significativas, como incrementos en la resistencia a compresión de hasta 76.85 MPa en ladrillos con PET, reducciones de absorción de agua de hasta 90% en mezclas con plásticos y disminuciones de densidad entre 8% y 30% dependiendo del material empleado. Sin embargo, también se identificó que el uso excesivo de estos aditivos puede generar efectos negativos, como aumento de porosidad o pérdida de resistencia. En conclusión, los aditivos no convencionales presentan un alto potencial para el desarrollo de ladrillos más sostenibles, siempre que se controlen adecuadamente las proporciones y condiciones de fabricación.Palabras clave: Ladrillos ecológicos; aditivos no convencionales; residuos reciclados; resistencia a compresión y cenizas agroindustriales. ABSTRACTIn this study, a systematic literature review was conducted on the influence of unconventional additives on the physical and mechanical properties of eco-friendly bricks. The search was carried out using databases such as ScienceDirect, Scopus, SpringerLink, and MDPI, considering publications from 2016 to 2025. After the selection process, more than 50 studies were analyzed, evaluating the use of waste materials such as recycled plastics, plant fibers, agro-industrial ashes, and other alternative materials. The results show that certain additives provide significant improvements, including increases in compressive strength of up to 76.85 MPa in PET-based bricks, reductions in water absorption of up to 90% in plastic mixtures, and density reductions ranging from 8% to 30%, depending on the material used. However, it was also identified that excessive use of these additives may generate negative effects, such as increased porosity or loss of strength. In conclusion, unconventional additives present high potential for the development of more sustainable bricks, provided that the proportions and manufacturing conditions are properly controlled.Keywords: Eco-friendly bricks; unconventional additives; recycled waste; compressive strength and agro-industrial ashes.* Autor para correspondenciaINTRODUCCIÓNEl crecimiento sostenible del sector construcción en las últimas décadas ha generado un impacto significativo sobre el medio ambiente, principalmente debido al alto consumo de recursos naturales y a la emisión de gases de efecto invernadero asociado a procesos tradicionales como la fabricación de ladrillos y bloques de hormigón. Frente a esta problemática, han surgido alternativas como los ladrillos ecológicos, los cuales incorporan materiales reciclados o subproductos agrícolas con el objetivo de reducir el impacto ambiental sin comprometer su desempeño estructural. Muchos investigadores han probado agregar materiales poco comunes a estos ladrillos, como fibras vegetales, plásticos reciclados, cenizas de origen agrícola o cáscaras orgánicas. Lo interesante es que no solo ayudan a cuidar el ambiente, sino que también mejoran cosas como la resistencia a la compresión (Kumar et al., 2024), la absorción de agua (Suganya et al., 2016), o la densidad del ladrillo (Naresh Kumar et al., 2024). Incluso hay quienes han estudiado cómo estos materiales influyen en la capacidad de aislamiento térmico, como Gómez et al. (2023) o Karslıoğlu et al. (2021).Algunos resultados llaman bastante la atención. Por ejemplo, añadir plásticos reciclados como PET o HDPE puede hacer que los ladrillos duren más y resistan mejor el calor (Kumar et al., 2022). Ameen et al. (2023) también encontraron que eso ayuda a que absorban menos agua. De hecho, Bello et al. (2022) reportaron niveles de absorción menores al 1 %. Otro estudio de Alan et al. (2015) mostró que, al usar tiras de plástico dentro de ladrillos con ceniza volante, la resistencia alcanzó casi 19 N/mm², mucho más de lo que ofrece un ladrillo común.En este trabajo, se recopilaron más de 50 estudios de los últimos diez años que probaron distintos residuos como aditivos en diversos tipos de ladrillo, como adobe, geo-polímeros, tierra-cemento, entre otros. A diferencia de otras revisiones, aquí no se enfoca en un solo tipo de material, sino que se compara un conjunto amplio y diverso. Solo se consideraron trabajos que presentaran datos experimentales medibles, como resistencia, absorción, densidad o conductividad. En resumen, lo que se busca con esta revisión es entender mejor cómo afectan estos materiales no convencionales al comportamiento físico y mecánico de los ladrillos ecológicos. Se clasificaron según su origen, se compararon sus efectos más importantes, se analizaron las cantidades que funcionaron mejor y se dejaron claras las áreas donde aún falta investigar más.En este contexto, el objetivo principal de esta investigación es analizar la influencia de distintos aditivos no convencionales en las propiedades físicas y mecánicas de los ladrillos ecológicos, a partir de una revisión sistemática de la literatura científica reciente. Como objetivos específicos, se plantea: (i) identificar los tipos de aditivos más utilizados en la fabricación de ladrillos ecológicos, (ii) evaluar su efecto en propiedades como resistencia a la compresión, absorción de agua, densidad y conductividad térmica, y (iii) comparar los rangos de dosificación más eficientes reportados en los estudios analizados. MATERIALES Y MÉTODOS La presente revisión sistemática se desarrolló siguiendo los lineamientos del método PRISMA (Preferred Reporting Items for Systematic Reviews and Meta-Analyses), el cual permite organizar de manera transparente el proceso de búsqueda, selección y análisis de la literatura científica. En este estudio se realizó una revisión sistemática de literatura sobre la influencia de aditivos no convencionales en las propiedades físicas y mecánicas de ladrillos ecológicos. La búsqueda se llevó a cabo en bases de datos como ScienceDirect, Scopus, SpringerLink y MDPI, considerando publicaciones entre 2016 y 2025. Luego del proceso de selección, se analizaron más de 50 estudios que evaluaron el uso de residuos como plásticos reciclados, fibras vegetales, cenizas agroindustriales y otros materiales alternativos. Los resultados muestran que ciertos aditivos permiten mejoras significativas, como incrementos en la resistencia a compresión de hasta 76.85 MPa en ladrillos con PET, reducciones de absorción de agua de hasta 90% en mezclas con plásticos y disminuciones de densidad entre 8% y 30% dependiendo del material empleado. Sin embargo, también se identificó que el uso excesivo de estos aditivos puede generar efectos negativos, como aumento de porosidad o perdida de resistencia. En conclusión, los aditivos no convencionales presentan un alto potencial para el desarrollo de ladrillos más sostenibles, siempre que se controlen adecuadamente las proporciones y condiciones de fabricación. La búsqueda se hizo en varias plataformas académicas como ScienceDirect, Scopus, MDPI, SpringerLink, ResearchGate. Se usaron combinaciones de palabras clave como ladrillos ecológicos, fibras naturales, residuos plásticos, cenizas en ladrillos y otras similares. Para mejorar los resultados, se utilizaron conectores booleanos como AND, OR y NOT.Para la búsqueda de información se utilizaron combinaciones de palabras clave en inglés y español mediante operadores booleanos. Entre los principales strings empleados se incluyen: “eco-friendly bricks” AND “recycled waste”“brick” AND “plastic waste” AND “mechanical properties”“natural fibers” AND “bricks”“ash” AND “eco bricks”“ladrillos ecológicos” AND “residuos reciclados”Las siguientes combinaciones presentadas permitieron ampliar la cobertura de resultados en las diferentes bases de datos consultadas. La búsqueda bibliográfica se realizó entre enero y marzo de 2025, considerando publicaciones comprendidas en el periodo 2016-2025. Se baso por criterios tales como. Criterios de inclusión: Artículos científicos con acceso a texto completoPublicados entre 2016 y 2025En idioma inglés y españolEstudios experimentales con resultados medibles (resistencia, absorción, densidad, etc.)Que especifique tipo de ladrillo y porcentaje de aditivo Criterios de exclusión: Estudios teóricos o de revisión Artículos duplicados Investigaciones sin datos cuantificables Estudios con información incompleta o poco claraEl proceso de selección de artículos se sistematizo mediante un diagrama de flujo basado en la metodología PRISMA, el cual permitió organizar las etapas de identificación, cribado, elegibilidad e inclusión de los estudios analizados. Figura 1Diagrama de flujo del proceso de selección de estudios (adaptado de PRISMA 2020). En un primer filtro, se encontraron una cierta cantidad de publicaciones. Luego, tras revisar bien los títulos, resúmenes y textos completos, se seleccionaron poco más de 50 trabajos relevantes.Con la información reunida se elaboraron tablas comparativas que permitieron analizar aspectos como el tipo de ladrillo, el aditivo usado, su proporción, los métodos de ensayo y los resultados obtenidos. También se tomaron en cuenta las condiciones específicas de cada estudio, como el tipo de prueba utilizada y los valores más altos y bajos para cada propiedad.En todo el proceso se respetaron los principios de ética científica. Solo se usaron datos confiables, provenientes de fuentes académicas reconocidas, y se citaron correctamente todos los autores. Además, se buscó que la información fuese reproducible y verificable, para garantizar la seriedad del análisis.RESULTADOSLos resultados se ordenan por tipo de aditivo para crear una base comparativa clara. Esto permite identificar los comportamientos comunes, los beneficios específicos y las limitaciones técnicas de cada material alternativo utilizado en la creación de ladrillos ecológicos. Esta agrupación facilita la comparación de los resultados y ofrece normas imparciales para estudios posteriores o aplicaciones en el mundo real.Plásticos recicladosDentro del conjunto de estudios analizados, los trabajos enfocados en el uso de plásticos reciclados destacan por su frecuencia y consistencia en los resultados reportados. En total, se revisaron 18 trabajos donde usaron materiales como PET, HDPE, bolsas plásticas, botellas recicladas, entre otros, para fabricar ladrillos ecológicos. Estos estudios coinciden bastante en que además de ser una buena forma de reutilizar residuos plásticos, también mejoran la resistencia del ladrillo y reducen la absorción de agua.Por ejemplo, Karslıoğlu y Balaban (2021) encontraron que los ladrillos bajaban su densidad en un 20 % y también mejoraba su aislamiento térmico hasta en un 40 %. En el caso de Saravanan y Rao (2023), ellos vieron un aumento de la resistencia entre 10 y 28 %, y que la absorción de agua se redujo bastante (entre 15 % y 35 %), dependiendo de cuánto plástico se agregaba. Helmy (2021) también observó algo parecido: mejoró la estabilidad de la mezcla (15 %) y la absorción bajó un 20 %.Cumpa (2024), por su parte, dijo que los ladrillos hechos con plásticos pesaban hasta un 30 % menos, lo cual puede ser útil cuando se necesita reducir cargas en obra. Otro autor, Biradar (2022), encontró que la absorción de agua se redujo en un 90 %, y además subió la resistencia a la flexión en 22 %. Yadav (2022) también encontró que la durabilidad en ambientes húmedos mejoró un 35 %, lo que es importante para zonas con lluvias.Otro estudio que llamó la atención fue el de Ghorpade (2022), que usó mezclas de arena con plástico reciclado y obtuvo resistencias entre 9.72 y 14.72 MPa, con absorción de agua menor al 1 %, mucho mejor que un ladrillo común. Ashraf (2024) incluso llegó más lejos, con 76.85 MPa en ladrillos tipo Lego con PET, y 38.65 MPa usando HDPE, lo que muestra un gran potencial para estos materiales.También se revisaron propiedades térmicas y acústicas. Bello (2022) explicó que la conductividad térmica bajó a 0.31 W/m·K, y Alan (2015) dijo que la absorción acústica superó el 75 %, lo cual también es valioso en zonas con mucho ruido. Finalmente, Kulkarni (2022) encontró que además de tener muy poca absorción de agua, los bloques eran resistentes al impacto y abrasión, parecidos a los industriales.En resumen, estos trabajos muestran que los plásticos reciclados pueden ser muy útiles en la construcción, sobre todo en elementos no estructurales. Aunque sí se recomienda tener cuidado cuando se usa más del 60 % de plástico, ya que eso puede volver el material frágil o difícil de curar si no se mezcla bien con arena.Tabla 1 Estudios que emplean plásticos reciclados como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.36937/janset.2021.001.004","abstract":"Traditional bricks are made of clay or cement. However, it has environmental deficiencies as causing high energy consumption and carbon dioxide emission. In addition, excessive and senseless use of non-renewable natural resources around the world causes social, economic and environmental damages. For these reasons, researchers have used several waste materials in brick production to contribute to sustainable development by optimizing environment-material-economy. In this study, the latest papers in the literature on the use of waste rubber (WR) and polyethylene terephthalate (PET) in brick production are presented. In particular, its thermal and sound insulation properties are examined. The literature review reveals the potential of the raw materials to be replaced by WR and PET when the manufactured bricks meet the standards.","author":[{"dropping-particle":"","family":"KARSLIOĞLU","given":"Asena","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Balaban","given":"Eren","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Nature, Science & Technology","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2021"]]},"page":"20-27","title":"Insulation Properties of Bricks with Waste Rubber and Plastic: A Review","type":"article-journal","volume":"1"},"uris":["http://www.mendeley.com/documents/?uuid=ba6ced82-e539-4099-ba40-d01223ce5b2d"]}],"mendeley":{"formattedCitation":"(KARSLIOĞLU & Balaban, 2021)","plainTextFormattedCitation":"(KARSLIOĞLU & Balaban, 2021)","previouslyFormattedCitation":"(KARSLIOĞLU & Balaban, 2021)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(KARSLIOĞLU & Balaban, 2021)Caucho y plásticoHíbridoReducción de densidad del 20%, mejora del aislamiento térmico hasta 40%.10%–30%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.SCENV.2023.100030","ISSN":"2949-8392","abstract":"Bricks remain to be an important element in the infrastructure development sector for hundreds of decades. Despite of having a wide variation of manufacturing methods, bricks are well known for their energy intensive firing-based manufacturing process which includes a huge environmental footprint. Several innovative techniques towards producing sustainable bricks and many investigations were attempted to reduce the carbon emission while manufacturing bricks. To understand the growing context of brick manufacturing methods in the past two decades, this paper provides an analysis of recent studies on sustainable development of bricks attempted from the year 2000–2021. The bricks were divided into three categories, namely those that were made from waste incorporation, those that were energy-efficient, and those that were lightweight. Firing is the predominantly preferred brick manufacturing process despite of possessing high-energy demand. All the waste-incorporated bricks were made by adding the waste material merely by partial mass replacing the raw material in the mix matrix. Considering the journey towards sustainability, innovative bricks are required to be produced using appropriate waste materials by developing feasible waste pre-treatment and/or pre-fabrication techniques.","author":[{"dropping-particle":"","family":"Saravanan","given":"J.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Rao","given":"P. Venkateswara","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainable Chemistry for the Environment","id":"ITEM-1","issued":{"date-parts":[["2023","9","23"]]},"page":"100030","publisher":"Elsevier","title":"Past investigations on development of sustainable bricks – A comprehensive review","type":"article-journal","volume":"3"},"uris":["http://www.mendeley.com/documents/?uuid=5f87e9dd-f842-3ed6-b93f-8436b7e1a6a3"]}],"mendeley":{"formattedCitation":"(Saravanan & Rao, 2023)","plainTextFormattedCitation":"(Saravanan & Rao, 2023)","previouslyFormattedCitation":"(Saravanan & Rao, 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Saravanan & Rao, 2023)Varios residuos (fibras, plásticos, cenizas)Ecológico no cocidoIncremento de resistencia de 10 a 28%, reducción de absorción de agua entre 15 y 35% (según el aditivo).Variable (5%–30%)ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1088/1742-6596/2779/1/012088","ISSN":"1742-6596","abstract":"Plastic brick is one of the innovative types of brick which is made up of plastic waste. Plastic bricks reduce pollution problem from garbage plastic. Since plastic bricks don't require brick kilns, it's possible to stop the pollution caused by these bricks and create them easily. So, to create a balance between environmental protection and pollution we made plastic bricks possible to suit this environment. This study uses plastic trash from plastic bottles composed of Polyethylene Terephthalate (PET) and Poly Propylene (PP) in same proportions (1:1) called as fully plastic brick. After that, tests will be conducted on the bricks to examine compressive strengths, water absorption, thermal shrinkage, fire ignition, efflorescence, impact and to compare these properties with burnt clay bricks. The result found that plastic bricks has more compressive strength than clay bricks and with negligible water absorption. Thermal shrinkage and cost of the plastic brick less than the clay brick. Fire ignition value of plastic brick covered with aluminium sheet more than the normal clay brick.","author":[{"dropping-particle":"V.","family":"Biradar","given":"Sangmesh","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Srujan Kumar","given":"A.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Vijaya Gowri","given":"T.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Alisha","given":"Shaik Subhan","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Physics: Conference Series","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2024","6","1"]]},"page":"012088","publisher":"IOP Publishing","title":"Comparative Study on Properties of Plastic Bricks with Conventional Bricks","type":"article-journal","volume":"2779"},"uris":["http://www.mendeley.com/documents/?uuid=a62e242b-c1d7-39e5-8769-efcb8ac29ac1"]}],"mendeley":{"formattedCitation":"(Biradar et al., 2024)","plainTextFormattedCitation":"(Biradar et al., 2024)","previouslyFormattedCitation":"(Biradar et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Biradar et al., 2024)Plástico recicladoPlástico fundidoReducción de absorción 90%, incremento de resistencia a flexión 22%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1063/5.0196073/3280487","ISSN":"15517616","abstract":"Concrete is a building material obtained by mixing cement, water and a ratio in an appropriate ratio. As the cost of cement rises day by day, the need for building materials and other essentials to keep up with the growing population is increasing. Therefore, it is necessary to be aware of other binding materials which will replace the cement partially or fully. Building rubble, in this case coconut fiber ash, creates pollution in environment. Coconut fiber is collected, moisture content was removed and roasted in an open area. After that, the fiber disintegrates into ash powder. The ash powder is collected and processed with a 150 micron filter. Concrete blocks are poured and aged for 7, 14, and 28 days, using 0, 5, 10, and 15 percent instead of cement ash and adding 3 times the weight of the cement to random carp. The results show that concrete performance decreases with increasing CFA content and compressive strength increases with healing, but decreases with increasing CFA content. The introduction of coir to the cement has notably improved many of the technical properties of concrete in terms of compressive strength, durability and flexibility.","author":[{"dropping-particle":"","family":"Vagestan","given":"Prem Kumar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Periyasamy","given":"Manikandan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Pathikonda","given":"Prathyusha","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kiran","given":"Uday","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Yadav","given":"Seshu Pavan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Zahid","given":"Mohammed","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Avula","given":"Dhanusree","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"AIP Conference Proceedings","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2024","4","2"]]},"publisher":"American Institute of Physics","title":"Enhancing the strength properties of concrete using coconut fiber and coconut fiber ash","type":"article-journal","volume":"3037"},"uris":["http://www.mendeley.com/documents/?uuid=cecdf16c-8c91-389c-8121-6b64ae7b1015"]}],"mendeley":{"formattedCitation":"(Vagestan et al., 2024)","plainTextFormattedCitation":"(Vagestan et al., 2024)","previouslyFormattedCitation":"(Vagestan et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Vagestan et al., 2024)Plásticos variosPlástico fundidoIncremento de durabilidad en ambientes húmedos 35%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.20944/PREPRINTS202505.0810.V1","abstract":"<p>This study investigates the development of sustainable construction materials by transforming waste streams into eco-friendly bricks. Utilizing discarded plastics, agricultural byproducts, and industrial residues, these innovative building blocks demonstrate comparable or enhanced structural performance relative to conventional bricks while addressing pressing environmental concerns. The research evaluates various production methodologies, material compositions, and performance characteristics, revealing significant reductions in carbon emissions and resource consumption through waste valorization. Although technical challenges persist regarding quality consistency and large-scale implementation, the findings underscore the dual environmental and socioeconomic benefits of this approach, particularly for affordable housing solutions. The analysis advocates for continued technological refinement, standardized evaluation protocols, and policy frameworks to facilitate broader industry adoption of these sustainable alternatives in construction practices.</p>","author":[{"dropping-particle":"","family":"Ereño","given":"Jimuel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Cayanan","given":"Jason Emmanuel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Santiago","given":"Nancy","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Javier","given":"Vienn Darell","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Somera","given":"Kiel Angelo","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tan","given":"Jerome","non-dropping-particle":"","parse-names":false,"suffix":""}],"id":"ITEM-1","issued":{"date-parts":[["2025","5","13"]]},"publisher":"Preprints","title":"Eco Bricks and Sustainability: A Scientific Perspective on Waste-Based Materials","type":"article-journal"},"uris":["http://www.mendeley.com/documents/?uuid=4146b735-8546-37bc-beba-33ed62a9c8a0"]}],"mendeley":{"formattedCitation":"(Ereño et al., 2025)","plainTextFormattedCitation":"(Ereño et al., 2025)","previouslyFormattedCitation":"(Ereño et al., 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Ereño et al., 2025)Residuos plásticosEcobrickReducción de residuos hasta 70%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3389/FBUIL.2023.1206474/BIBTEX","ISSN":"22973362","abstract":"Plastic pollution and climate change are serious and interconnected threats to public and planetary health, as well as major drivers of global social injustice. Prolific use of plastics in the construction industry is likely a key contributor, resulting in burgeoning efforts to promote the recycling or downcycling of used plastics. Businesses, materials scientists, institutions, and other interested stakeholders are currently exploring the incorporation of plastic waste into building materials and infrastructure at an accelerated rate. Examples include composite asphalt-plastic roads, plastic adhesives, plastic-concrete, plastic/crumb rubber turf, plastic lumber, plastic acoustic/thermal insulation, plastic-fiber rammed earth, and plastic soil reinforcement/stabilizers. While some believe this to be a reasonable end-of-life scenario for plastic waste, research shows such efforts may cause further problems. These uses of plastic waste represent an ongoing effort at “greenwashing,” which both delays and distracts from finding real solutions to the plastic pollution crisis. Hypothesized effects of incorporating plastic waste in construction materials, including economic, environmental, human health, performance, and social impacts, are evaluated in this mini review. We compare known impacts of these treatments for plastic waste and provide recommendations for future research. Evidence shows that such practices exacerbate the negative ecological, health, and social impacts of plastic waste and increase demand for continued production of new (virgin) plastics by creating new markets for plastic wastes. We urge caution—and more research—before widely adopting these practices.","author":[{"dropping-particle":"","family":"Cirino","given":"Erica","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Curtis","given":"Sandra","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Wallis","given":"Janette","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Thys","given":"Tierney","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Brown","given":"James","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Rolsky","given":"Charles","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Erdle","given":"Lisa M.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Frontiers in Built Environment","id":"ITEM-1","issued":{"date-parts":[["2023","7","5"]]},"page":"1206474","publisher":"Frontiers Media SA","title":"Assessing benefits and risks of incorporating plastic waste in construction materials","type":"article-journal","volume":"9"},"uris":["http://www.mendeley.com/documents/?uuid=35fe02c3-baf5-3d6b-93b1-9ffb4e139e10"]}],"mendeley":{"formattedCitation":"(Cirino et al., 2023)","plainTextFormattedCitation":"(Cirino et al., 2023)","previouslyFormattedCitation":"(Cirino et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Cirino et al., 2023)Plástico recicladoEcológico/Reducción de absorción 80%, mejora de trabajabilidad en 15%.VariableADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"author":[{"dropping-particle":"","family":"Acamma","given":"Shalya","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Baisakhi D","given":"","non-dropping-particle":"","parse-names":false,"suffix":""}],"id":"ITEM-1","issued":{"date-parts":[["2023"]]},"title":"Bricks Made Out of Plastic","type":"article-journal"},"uris":["http://www.mendeley.com/documents/?uuid=3d64115e-9696-3576-a65a-2946e678d5de"]}],"mendeley":{"formattedCitation":"(Acamma & Baisakhi D, 2023)","plainTextFormattedCitation":"(Acamma & Baisakhi D, 2023)","previouslyFormattedCitation":"(Acamma & Baisakhi D, 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Acamma & Baisakhi D, 2023)Plástico fundido LDPECompuestoResistencia a flexión 3.4 MPa, absorción de agua < 2%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1080/13467581.2023.2265139","ISSN":"13472852","abstract":"1. Indonesia generates approximately 7.8 million tons of plastic waste annually. 4.9 million tons of plastic waste is mismanaged––i.e., uncollected, disposed of in open dumpsites or leaked from imp...","author":[{"dropping-particle":"","family":"Tambunan","given":"Lily","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Mufrida","given":"Chibhatul","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Larasati","given":"Dewi","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Asian Architecture and Building Engineering","id":"ITEM-1","issue":"4","issued":{"date-parts":[["2024","7","3"]]},"page":"1329-1338","publisher":"Taylor & Francis","title":"Study of mechanical properties of multilayer composite plastic blocks with various materials","type":"article-journal","volume":"23"},"uris":["http://www.mendeley.com/documents/?uuid=dfd6882f-7d5e-3774-8421-53666fe01780"]}],"mendeley":{"formattedCitation":"(Tambunan et al., 2024)","plainTextFormattedCitation":"(Tambunan et al., 2024)","previouslyFormattedCitation":"(Tambunan et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Tambunan et al., 2024)Multicapas de plástico recicladoPlástico fundidoDensidad baja (0.9 g/cm³), buena rigidez superficial, resistencia de 3 a 5 MPa.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1155/2022/8305670","ISSN":"16878094","abstract":"The use of plastic has grown extensively in recent years all over the world. It is inexpensive and easily available and can be moulded into any shape. However, plastic is nonbiodegradable; it causes pollution and create difficulties in managing even for a wealthy nation. The purpose of this study was to investigate the environment-friendly potential use of plastic and demonstrate usefulness of plastic sand bricks as alternative structural elements, replacing standard clay brick. The physical and mechanical properties of plastic sand bricks were studied in different plastic sand ratios of 1: 3, 1: 4, and 1: 5 by their weight, using plastic as a binder. Moreover, the thermal resistance test, split tensile strength test, penetration test, and Fourier transform infrared spectroscopy were performed. The study concluded that the strength of plastic sand brick depends upon the uniformity of the mixture and increases when the ratio of sand and plastic in the mixture is increased to 1: 4 from 1: 3. Any increase or decrease in the ratio 1: 4 is found to reduce the strength. All the bricks in any of the ratios showed zero water absorption and nil efflorescence.","author":[{"dropping-particle":"","family":"Sahani","given":"Kameshwar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Joshi","given":"Bhesh Raj","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Khatri","given":"Kabiraj","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Magar","given":"Abiraj Thapa","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Chapagain","given":"Sabin","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Karmacharya","given":"Nabanita","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Advances in Civil Engineering","id":"ITEM-1","issued":{"date-parts":[["2022"]]},"title":"Mechanical Properties of Plastic Sand Brick Containing Plastic Waste","type":"article-journal","volume":"2022"},"uris":["http://www.mendeley.com/documents/?uuid=439abb8b-007b-4e67-92d6-174e48daeeda"]}],"mendeley":{"formattedCitation":"(Sahani et al., 2022)","plainTextFormattedCitation":"(Sahani et al., 2022)","previouslyFormattedCitation":"(Sahani et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Sahani et al., 2022)Plástico reciclado (HDPE, LDPE)Ladrillo arena-plásticoCompresión: 9.72–12.28 N/mm²; absorción de agua: 0 %; resistencia a tracción: 737–804 MPa.20–25 % plásticoADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.clema.2022.100113","ISSN":"27723976","abstract":"Brick is a primary building material that is often utilized in the construction of masonry. Conventionally, brick is made up of dried clay and recently many studies have focused on the use of waste materials as an alternate material to a conventional brick. In the present study thermoplastics like High-Density Polyethylene (HDPE) and Polypropylene (PP) are used to manufacture the plastic brick using the physical recycling method. Here, waste plastic from Maharashtra Industrial Development Corporation (MIDC) is collected, segregated, cleaned, and melted to manufacture a 190 × 90 × 90 mm modular sized HDPE and PP brick according to IS 1077:1992. In the first phase of work, standard tests are performed to study the physical, mechanical and thermal properties of the plastic brick. In the next phase, a 500 × 110 × 500 mm wall is constructed and the results of the plastic brick wall are compared with a conventional brick wall. The wall was tested using a universal testing machine (UTM) as per IS 1905:1987. It was interesting to observe that the HDPE and PP brick gave a compressive strength of 11.19 N/mm2 and 10.02 N/mm2 which were in good agreement with first-class conventional brick which gave a compressive strength of 10.5 N/mm2. While it is also worth noting that HDPE brick had the highest compressive strength. The ultimate load for the plastic brick wall was 197.50 KN with a shear failure at a 45°, while the conventional brick wall experienced a vertical failure at 153.95 KN load. A fire-resistance test on a plastic brick wall and a conventional brick wall was performed to evaluate if the specifications of Nation Building Code (2005): Part 4: Table 1 were met. It was observed that the plastic brick wall even after 30 min of heating at 4 corners and centre, showed a better temperature difference as compared to the conventional brick wall. The study initiates a new line of research in sustainable plastic waste management.","author":[{"dropping-particle":"","family":"Kulkarni","given":"Prathik","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ravekar","given":"Vikas","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Rama Rao","given":"P.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Waigokar","given":"Sahil","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Hingankar","given":"Sanket","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Cleaner Materials","id":"ITEM-1","issue":"April","issued":{"date-parts":[["2022"]]},"page":"100113","publisher":"Elsevier Ltd","title":"Recycling of waste HDPE and PP plastic in preparation of plastic brick and its mechanical properties","type":"article-journal","volume":"5"},"uris":["http://www.mendeley.com/documents/?uuid=6b201eb9-774b-4f10-a1e7-11e90886a73a"]}],"mendeley":{"formattedCitation":"(Kulkarni et al., 2022)","plainTextFormattedCitation":"(Kulkarni et al., 2022)","previouslyFormattedCitation":"(Kulkarni et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Kulkarni et al., 2022)Plástico reciclado (HDPE, PP)Ladrillo plásticoHDPE: 11.19 N/mm²; PP: 10.02 N/mm²; convencional: 10.5 N/mm²; absorción agua: HDPE 0.75%, PP 0.37%.100 % plástico recicladoADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.mfglet.2024.09.196","ISSN":"22138463","abstract":"The building and construction sector accounts for nearly 40% of the total process-related greenhouse gas emissions, out of which 11% of emissions are related to the production of building materials. To achieve environmental sustainability, it is imperative that these emissions be minimized through a novel approach. We propose that instead of using conventional building techniques of wood-based construction for interior walls of a house, bricks manufactured from waste plastic be used. In this paper, a comparative life cycle assessment (LCA) is carried out for the building materials used in the construction of interior walls for a standard 2450 sq. ft. home, and the results are compared to the bricks manufactured from waste plastic. Plastic bricks are manufactured by sorting and shredding the waste plastic and then bailing it in a superheated steam environment. The LCA is modeled in SimaPro 9.5.0.1, using the Ecoinvent v3 database and the ReCiPe Midpoint (H) 2016 impact assessment method. The results indicate that the use of waste plastics in construction leads to reduction in the water consumption by 26%, terrestrial ecotoxicity by 59%, mineral resource scarcity by 81%, and the land use by 99% when compared to conventional construction activities. Our research work provides a novel pathway towards sustainable construction practices through this life cycle assessment study, and the results can be further improved by using eco-friendly energy sources and natural resource-based adhesives. Future work needs to be carried out to explore the mechanical and structural properties of the bricks and their use in large-scale commercial applications, as well as innovative brick designs that eliminate the need for adhesives.","author":[{"dropping-particle":"","family":"Amjad","given":"Muhammad Saad","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Diaz-Elsayed","given":"Nancy","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Manufacturing Letters","id":"ITEM-1","issued":{"date-parts":[["2024"]]},"page":"1683-1695","publisher":"The Author(s)","title":"Evaluating the environmental impacts of brick production from waste plastic","type":"article-journal","volume":"41"},"uris":["http://www.mendeley.com/documents/?uuid=f1cab665-cdfa-49b0-8d34-d9c091646f6c"]}],"mendeley":{"formattedCitation":"(Amjad & Diaz-Elsayed, 2024)","plainTextFormattedCitation":"(Amjad & Diaz-Elsayed, 2024)","previouslyFormattedCitation":"(Amjad & Diaz-Elsayed, 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Amjad & Diaz-Elsayed, 2024)Plástico recicladoDiversos Reducción de consumo de agua 26%, ecotoxicidad terrestre reducida 59%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/SU16198567","ISSN":"2071-1050","abstract":"Plastics are essential in modern civilization due to their affordability, simple manufacturing, and properties. However, plastics impact the environment as they decompose over a long period and degrade into microplastics. The construction sector has been exploring substituting conventional bricks with plastic bricks, as concrete and clay bricks consume natural resources and pollute the environment. The introduction of recycling plastic, and using plastic waste and sand mixtures to create Lego-like bricks has become a new trend. The bricks have superior properties to conventional bricks, such as a smoother surface, finer edges, easy application, crack-free, higher compression strength, almost zero water absorption, and reduced energy consumption. The study: compares the results of PE with sand and PET with sand samples to previous studies, confirms alignment, works as a control sample for PET and PE novel research, and validates the concept. Three plastic mixtures using two types of plastic waste (PE and PET) and sand were used. The plastic waste with sand was heated up to 200 °C. Plastic acts as a binder, while sand acts as a filler material. Optimized durability and cohesiveness were achieved at 30–40% plastic weight ratios. A mixture of PE and sand showed a maximum compressive strength of 38.65 MPa, while the PET and sand mixture showed 76.85 MPa, and the mix of PE and PET in equal proportions with sand resulted in 26.64 MPa. The plastic samples showed ductile behavior, with elongation between 20 and 30%, water absorption between 0 and 0.35%, and thermal conductivity from 0.8 to 1.05 W/(m/K). Carbon dioxide emissions are significantly reduced as compared to standard bricks. The CO2 per brick (kg) was 0.008 and 0.0085 in the PE; 0.0085 and 0.009 in the PET; and 0.0065 and 0.007 in the PE mixed with PET.","author":[{"dropping-particle":"","family":"Ashraf","given":"Nada","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"El-Monayeri","given":"Ola D.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Hassan","given":"Hassan A.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainability 2024, Vol. 16, Page 8567","id":"ITEM-1","issue":"19","issued":{"date-parts":[["2024","10","2"]]},"page":"8567","publisher":"Multidisciplinary Digital Publishing Institute","title":"Lego-like Bricks Manufacturing Using Recycled Polyethylene (PE) and Polyethylene Terephthalate (PET) Waste in Egypt","type":"article-journal","volume":"16"},"uris":["http://www.mendeley.com/documents/?uuid=74bb2ff8-7ccc-31cb-a506-42be42c6a51b"]}],"mendeley":{"formattedCitation":"(Ashraf et al., 2024)","plainTextFormattedCitation":"(Ashraf et al., 2024)","previouslyFormattedCitation":"(Ashraf et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Ashraf et al., 2024)Plástico reciclado (PE, PET)Ladrillo tipo LegoCompresión: hasta 76.85 MPa (PET), 38.65 MPa, 26.64 MPa (PE+PET); absorción de agua: 0–0.35 %; densidad: 1.39–1.64–1.46 g/cm³.30–40 % plástico recicladoNota: PET: tereftalato de polietileno; HDPE: polietileno de alta densidad; PP: polipropileno. Los porcentajes de aditivo corresponden a proporciones en masa o volumen según lo reportado en cada estudio analizado. Fibra de cocoEntre los materiales más usados en los estudios revisados, la fibra de coco tuvo una presencia importante. En total se analizaron 10 investigaciones donde se usó este aditivo en diferentes cantidades, desde 0.2 % hasta 4 %, mayormente en ladrillos de adobe, tierra estabilizada o suelo-cemento.Por ejemplo, Martinelli et al. (2023) indicaron que la resistencia a tracción mejoró hasta en un 25 %, y también se logró reducir la absorción de agua en un 18 %. Esto se debe a que las fibras se adhieren bien a la mezcla. En el caso de Abdullah y Lee et al. (2017), ellos encontraron que la resistencia a compresión subió un 20 % y la absorción bajó 12 %, lo cual es beneficioso en zonas húmedas. Además, Rajapakse et al. (2022) notaron que la densidad del ladrillo bajó entre 8 y 12 %, y que la mezcla fue más uniforme con dosis moderadas.Ahmad et al. (2022) también observaron mejoras: la durabilidad aumentó 20 %, la resistencia a compresión subió 12 %, y la absorción disminuyó un 10 %. Lo mismo encontró Gagan et al. (2023), con mejoras de 18 % en compresión y −12 % en absorción. Ferreira et al. (2022) resaltaron que, con este tipo de fibra, la resistencia a flexión subió un 12 %, y el ladrillo era más resistente a fisuras.Velasco-Aquino et al. (2020) reportaron que al usar 0.5 % de fibra, la resistencia aumentó de 8.7 a 11.7 MPa (34 %), se redujo la conductividad térmica en un 12 %, y el hinchamiento bajó 2 %. También Hasan et al. (2021) mencionaron una mejora del 18 % en ductilidad y del 20 % en impacto, ideal en zonas donde hay movimientos sísmicos.Un caso especial fue el de Sanou et al. (2024), quienes encontraron un buen rendimiento usando 0.6 % de fibra y 4 % de cemento, alcanzando una conductividad térmica baja (0.302 W/m·K). Aunque también reportaron una absorción altísima (610 %) cuando no se trataba la fibra. Finalmente, Malayali et al. (2024) concluyeron que los bloques con fibra de coco superaban a los ladrillos normales en resistencia y absorción.En general, se puede decir que usar fibra de coco ayuda bastante, pero también depende de cuánto se use y de cómo esté tratada. Los mejores resultados se obtuvieron cuando la fibra estaba entre 0.5 % y 1 %, y también fue clave el tipo de mezcla base.Tabla 2 Estudios que emplean fibra de coco como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/POLYM15051309","ISSN":"2073-4360","abstract":"The use of plant fibers in cementitious composites has been gaining prominence with the need for more sustainable construction materials. It occurs due to the advantages natural fibers provide to these composites, such as the reduction of density, fragmentation, and propagation of cracks in concrete. The consumption of coconut, a fruit grown in tropical countries, generates shells that are improperly disposed of in the environment. The objective of this paper is to provide a comprehensive review of the use of coconut fibers and coconut fiber textile mesh in cement-based materials. For this purpose, discussions were conducted on plant fibers, the production and characteristics of coconut fibers, cementitious composites reinforced with coconut fibers, cementitious composites reinforced with textile mesh as an innovative material to absorb coconut fibers, and treatments of coconut fiber for improved product performance and durability. Finally, future perspectives on this field of study have also been highlighted. Thus, this paper aims to understand the behavior of cementitious matrices reinforced with plant fibers and demonstrate that coconut fiber has a high capacity to be used in cementitious composites instead of synthetic fibers.","author":[{"dropping-particle":"","family":"Martinelli","given":"Flávia Regina Bianchi","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ribeiro","given":"Francisco Roger Carneiro","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Marvila","given":"Markssuel Teixeira","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Monteiro","given":"Sergio Neves","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Filho","given":"Fabio da Costa Garcia","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"de","family":"Azevedo","given":"Afonso Rangel Garcez","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Polymers 2023, Vol. 15, Page 1309","id":"ITEM-1","issue":"5","issued":{"date-parts":[["2023","3","6"]]},"page":"1309","publisher":"Multidisciplinary Digital Publishing Institute","title":"A Review of the Use of Coconut Fiber in Cement Composites","type":"article-journal","volume":"15"},"uris":["http://www.mendeley.com/documents/?uuid=ddcf2509-306c-3bd2-a111-4665508fdcc3"]}],"mendeley":{"formattedCitation":"(Martinelli et al., 2023)","plainTextFormattedCitation":"(Martinelli et al., 2023)","previouslyFormattedCitation":"(Martinelli et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Martinelli et al., 2023)Fibra de cocoCementoIncremento de resistencia a tracción hasta 25%, reducción de absorción de agua hasta 18%.2% a 5%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.PROENG.2017.04.288","ISSN":"1877-7058","abstract":"In line with Malaysia government environmental policy and encouraging of utilizing sustainable materials such as those from natural resources in order to reduce the detrimental effect of synthetic materials on the environment, it has brought a challenge to investigate how it can be achieved by benefiting the agricultural wastes into useful products. In this study, bricks are prepared from rice husk (RH), corncob (CB) and coconut coir (CC). Gelatin-hexamine, (G.HEX) linseed oil (L.OIL) and sodium metasilicate-aluminum sulphate (AL-SM) are used to modify the fibers prior to bricks fabrication in order to improve their dewatering behavior and enhance the cement-fiber bonding. After subjected to 28 days of hydration period at room temperature, the bricks were characterized through static bending, parallel compression and water absorption (WA). Results indicate that brick of linseed oil treated fiber provided an improvement in the brick's properties. Coconut coir brick (CCB) shows the highest compressive and flexural strength and lowest WA follow by rice husk brick (RHB) and corncob brick (CBB). It is demonstrated that the concept of green composite bricks for sustainable infrastructures is feasible, although an extensive amount of research remains ahead.","author":[{"dropping-particle":"","family":"Abdullah","given":"A. C.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Lee","given":"C. C.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Procedia Engineering","id":"ITEM-1","issued":{"date-parts":[["2017","1","1"]]},"page":"1266-1273","publisher":"No longer published by Elsevier","title":"Effect of Treatments on Properties of Cement-fiber Bricks Utilizing Rice Husk, Corncob and Coconut Coir","type":"article-journal","volume":"180"},"uris":["http://www.mendeley.com/documents/?uuid=109a04c9-15c8-3e67-8a47-b85ff8d61fa4"]}],"mendeley":{"formattedCitation":"(Abdullah & Lee, 2017)","plainTextFormattedCitation":"(Abdullah & Lee, 2017)","previouslyFormattedCitation":"(Abdullah & Lee, 2017)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Abdullah & Lee, 2017)Fibra de coco tratadaCementoIncremento de resistencia a compresión hasta 20%, reducción de absorción 12%.1% a 3%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.31357/AIT.V2I3.5534","ISSN":"2773-7098","abstract":"For generations, Sri Lankans use cement bricks and clay bricks as common building materials in the construction field. This study investigates the feasibility of improving the strength while lowering the mass and thermal conductivity of bricks by adding coconut fiber or coconut fiber dust as a reinforcing material. Each reinforcing material is used in both clay and cement bricks. The mixtures are prepared according to varying volume ratios of the raw materials used. Coconut fibers are combed and cut into 4-5 cm pieces and dry coconut fiber dust is sieved using a 4 mm sieving mesh.  The mixture is prepared by hand mixing and the traditional processes are replicated in making the bricks. Tests are carried out to understand the variation of mass, compressive strength, thermal conductivity, and water absorption of the reinforced bricks in comparison to bricks with no reinforced material. The cement brick reinforced with coconut fiber achieves the expected results in the compressive strength test and thermal conductivity test but underperformed when comparing masses and water absorption. Clay bricks reinforced with coconut fiber dust show impressive results in compressive tests and with the addition of dust, the appearance seems to have changed. It is observed that reinforcing cement bricks with coconut fiber could double the compressive strength along with a 5% reduction in mass. Reinforcing clay bricks with coconut fiber dust increases its compressive strength by over 70% while decreasing the mass by over 30 %. The study proves that it is feasible to use reinforced coconut fiber or coconut fiber dust to improve the properties of both clay and cement bricks, while clay bricks reinforced with coconut fiber are an exception.","author":[{"dropping-particle":"","family":"Rajapakse","given":"Anjan Mevan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Mudunkotuwa","given":"Dulini Yasara","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Sanjula","given":"Sanura Naveen","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Nishantha","given":"Kelum","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Bandara","given":"Tharaka Ruwan","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Advances in Technology","id":"ITEM-1","issue":"3","issued":{"date-parts":[["2022","5","31"]]},"page":"233-248","publisher":"University of Sri Jayewardenepura","title":"Cement and Clay Bricks Reinforced with Coconut Fiber and Fiber Dust","type":"article-journal","volume":"2022"},"uris":["http://www.mendeley.com/documents/?uuid=8fe5755d-0eea-356d-ba34-6532d300913b"]}],"mendeley":{"formattedCitation":"(Rajapakse et al., 2022)","plainTextFormattedCitation":"(Rajapakse et al., 2022)","previouslyFormattedCitation":"(Rajapakse et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Rajapakse et al., 2022)Fibra de cocoCemento y arcillaReducción de densidad de 8–12%, mejora en cohesión del material.3%–5%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/MA15103601","ISSN":"1996-1944","abstract":"The push for sustainability in the construction sector has demanded the use of increasingly renewable resources. These natural fibers are biodegradable and non-toxic, and their mechanical capabilities are superior to those of synthetic fibers in terms of strength and durability. A lot of research recommends coconut fibers as an alternative to synthetic fibers. However, the knowledge is scattered, and no one can easily judge the suitability of coconut fibers in concrete. This paper presents a summary of research progress on coconut fiber (natural fibers) reinforced concrete. The effects of coconut fibers on the properties of concrete are reviewed. Factors affecting the fresh, hardened, and durability properties of concrete reinforced with coconut fiber are discussed. Results indicate that coconut fiber improved the mechanical performance of concrete due to crack prevention, similar to the synthetic fibers but decreased the flowability of concrete. However, coconut fibers improved flexure strength more effectively than compressive strength. Furthermore, improvement in some durability performance was also observed, but less information is available in this regard. Moreover, the optimum dose is an important parameter for high-strength concrete. The majority of researchers indicate that 3.0% coconut fiber is the optimum dose. The overall study demonstrates that coconut fibers have the creditability to be used in concrete instead of synthetic fibers.","author":[{"dropping-particle":"","family":"Ahmad","given":"Jawad","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Majdi","given":"Ali","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Al-Fakih","given":"Amin","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Deifalla","given":"Ahmed Farouk","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Althoey","given":"Fadi","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ouni","given":"Mohamed Hechmi","non-dropping-particle":"El","parse-names":false,"suffix":""},{"dropping-particle":"","family":"El-Shorbagy","given":"Mohammed A.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Materials 2022, Vol. 15, Page 3601","id":"ITEM-1","issue":"10","issued":{"date-parts":[["2022","5","18"]]},"page":"3601","publisher":"Multidisciplinary Digital Publishing Institute","title":"Mechanical and Durability Performance of Coconut Fiber Reinforced Concrete: A State-of-the-Art Review","type":"article-journal","volume":"15"},"uris":["http://www.mendeley.com/documents/?uuid=e66832ab-c81f-3171-bbba-79d68d3069b2"]}],"mendeley":{"formattedCitation":"(Ahmad et al., 2022)","plainTextFormattedCitation":"(Ahmad et al., 2022)","previouslyFormattedCitation":"(Ahmad et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Ahmad et al., 2022)Fibra de cocoConcretoMejora de durabilidad 20%, aumento de resistencia a compresión 12%, reducción de absorción 10%.1%–4%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.22214/IJRASET.2023.54142","abstract":"Abstract: Space allotments for various kind of waste have been a major problem in all countries of the world. There are wastes like E-waste, Hazardous waste, Agricultural waste, Industrial waste, Municipal waste, Commercial waste, Chemical waste, etc. We are using the waste, Coconut fiber in this project for building material and to protect environment and natural resource like. The basic waste used in this project is coconut fiber to attain the strength of the brick. At first we have to shredded coconut fiber into the small pieces, mix them at the right proportion to make this brick, bricks are allowed to laid on the ground with the help of the mould, wet bricks are dried for seven days, the bricks have to be burnt for 15 to 20 days to attain the good strength. After these process bricks carried to the testing process as per Indian Standard codes 3495 part 1&2, 1077. The tests are Compression Test and Water Absorption Test.","author":[{"dropping-particle":"","family":"Gagan","given":"","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"D","given":"Navya","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"A","given":"Anish Jain S","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"J","given":"Thanmai","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"International Journal for Research in Applied Science and Engineering Technology","id":"ITEM-1","issue":"6","issued":{"date-parts":[["2023","6","30"]]},"page":"2773-2778","publisher":"International Journal for Research in Applied Science and Engineering Technology (IJRASET)","title":"Experimental Investigation on Brick with the Partial Replacement of Coconut Fibre","type":"article-journal","volume":"11"},"uris":["http://www.mendeley.com/documents/?uuid=575769a6-92b0-3112-a0d4-c1c4ec3cdad9"]}],"mendeley":{"formattedCitation":"(Gagan et al., 2023)","plainTextFormattedCitation":"(Gagan et al., 2023)","previouslyFormattedCitation":"(Gagan et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Gagan et al., 2023)Fibra de cocoArcilla cocidaIncremento de resistencia a compresión hasta 18%, reducción de absorción 12%.0.05ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/ENG3030023","ISSN":"2673-4117","abstract":"The objective of this work was to evaluate the effect of partial replacement of soil by different percentages of coconut fiber powder in the manufacture of soil–cement bricks. The reference mix ratio of 10:1 (soil:cement) in volume was used for the manufacture of bricks, in addition to the partial replacement of soil mass by 5, 10, and 15% of coconut fiber. The characterization of the raw materials was performed with the analysis of the granulometry, together with technological tests, such as mechanical compressive strength and water absorption. As a result, it was observed that the soil has 34.30% clay and 62.80% sand, characterizing a sandy-clay soil type and the coconut fiber powder was characterized as a fine aggregate. The mechanical compressive strength tests showed a decrease in their average values according to the increase in the incorporation of coconut fiber into the bricks. It was concluded that the results of the mechanical compressive strength and some of the water absorption are in disagreement with the Brazilian technical standard. This conclusion corroborates other studies that show the difficulty in standardizing reference mixtures and working with soil, which is a highly heterogeneous material.","author":[{"dropping-particle":"","family":"Ferreira","given":"Gabriela Machado Guimarães","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Cecchin","given":"Daiane","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Valadão","given":"Izabella Christynne Ribeiro Pinto","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Silva","given":"Tulane Rodrigues","non-dropping-particle":"da","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Carmo","given":"Dirlane de Fátima","non-dropping-particle":"do","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Moll Hüther","given":"Cristina","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ferreira","given":"Flávio","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Azevedo","given":"Afonso Rangel Garcez","non-dropping-particle":"de","parse-names":false,"suffix":""}],"container-title":"Eng 2022, Vol. 3, Pages 311-324","id":"ITEM-1","issue":"3","issued":{"date-parts":[["2022","7","1"]]},"page":"311-324","publisher":"Multidisciplinary Digital Publishing Institute","title":"Evaluation of the Technological Properties of Soil–Cement Bricks with Incorporation of Coconut Fiber Powder","type":"article-journal","volume":"3"},"uris":["http://www.mendeley.com/documents/?uuid=459f25d3-8ff6-3d73-8e37-29eb51f3e906"]}],"mendeley":{"formattedCitation":"(Ferreira et al., 2022)","plainTextFormattedCitation":"(Ferreira et al., 2022)","previouslyFormattedCitation":"(Ferreira et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Ferreira et al., 2022)Fibra de cocotierra-cementoIncremento de resistencia a flexión 12%, cohesión mejorada.2%–8%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1108/JEDT-02-2020-0055","ISSN":"17260531","abstract":"Purpose: In recent years, the use of earth as a material applied to construction has been adapted as an attractive alternative to modern concepts. The earth construction technique takes advantage of regional natural resources, among which are earth bricks. The purpose of this paper is to analyze the effect of the addition of coconut fibers and aloe vera on the mechanical properties of compressed earth blocks (CEB). Design/methodology/approach: CEBs were manufactured from silty and clay soil (Altamira, Tamaulipas, Mexico) with biodegradable stabilizers of aloe vera and short coconut mesocarp fibers, which were compared with the conventional mixture with lime as stabilizer. The samples were subjected to compression tests (Mexican Standard NMX-C-404-ONNCC3-205), flexion (NMX-C083-ONNCCE.), abrasion (NTC-5324 3.4.3), water absorption (NMX-C-37-ONNCE-205), surface morphology and thermal properties (ASTM D5334-14). Findings: It was found that the addition of coconut fibers has a 12% difference in flexural strength. The addition of 0.5% of coconut fibers decreases swelling by 2% with water and reduces the thermal conductivity of the material by 12%. Likewise, this mixture increases the abrasion resistance of CEB by 30%. When there is a pressure greater than 1,700 psi in the CEB, the addition of coconut fibers does increase the compressive strength of the material, showing a 34% improvement over the CEB without adding coconut fibers. Originality/value: The authors show a new sustainable CEB production with aloe vera and coconut fiber that is possible for self-production with better mechanical properties than others, commonly produced in Mexico.","author":[{"dropping-particle":"","family":"Velasco-Aquino","given":"Alan Adiel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Espuna-Mujica","given":"Jose Adan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Perez-Sanchez","given":"Josue Francisco","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Zuñiga-Leal","given":"Carlos","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Palacio-Perez","given":"Arturo","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Suarez-Dominguez","given":"Edgardo Jonathan","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Engineering, Design and Technology","id":"ITEM-1","issue":"3","issued":{"date-parts":[["2020"]]},"page":"795-807","publisher":"Emerald Group Holdings Ltd.","title":"Compressed earth block reinforced with coconut fibers and stabilized with aloe vera and lime","type":"article-journal","volume":"19"},"uris":["http://www.mendeley.com/documents/?uuid=cf93bf36-6263-3fe1-ab39-413041624bbe"]}],"mendeley":{"formattedCitation":"(Velasco-Aquino et al., 2020)","plainTextFormattedCitation":"(Velasco-Aquino et al., 2020)","previouslyFormattedCitation":"(Velasco-Aquino et al., 2020)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Velasco-Aquino et al., 2020)Fibra de coco + aloe vera + calLadrillo de arcillaFlexión: aumenta 12% con fibra de coco; hinchamiento: reduce 2% (0.5% fibra); conductividad térmica reducida: 12%.0.5% fibra cocoADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1039/D1RA00231G","ISSN":"20462069","abstract":"The coconut (Cocos nucifera) fruits are extensively grown in tropical countries. The use of coconut husk-derived coir fiber-reinforced biocomposites is on the rise nowadays due to the constantly increasing demand for sustainable, renewable, biodegradable, and recyclable materials. Generally, the coconut husk and shells are disposed of as waste materials; however, they can be utilized as prominent raw materials for environment-friendly biocomposite production. Coir fibers are strong and stiff, which are prerequisites for coir fiber-reinforced biocomposite materials. However, as a bio-based material, the produced biocomposites have various performance characteristics because of the inhomogeneous coir material characteristics. Coir materials are reinforced with different thermoplastic, thermosetting, and cement-based materials to produce biocomposites. Coir fiber-reinforced composites provide superior mechanical, thermal, and physical properties, which make them outstanding materials as compared to synthetic fiber-reinforced composites. However, the mechanical performances of coconut fiber-reinforced composites could be enhanced by pretreating the surfaces of coir fiber. This review provides an overview of coir fiber and the associated composites along with their feasible fabrication methods and surface treatments in terms of their morphological, thermal, mechanical, and physical properties. Furthermore, this study facilitates the industrial production of coir fiber-reinforced biocomposites through the efficient utilization of coir husk-generated fibers.","author":[{"dropping-particle":"","family":"Hasan","given":"K M Faridul","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Eter","given":"P ´","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Gy¨","given":"György","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Horváth","given":"György","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Horváth","given":"Horv´","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Os Bak","given":"Mikí","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Alpár","given":"Tibor","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Alpár","given":"Alp´","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"RSC Advances","id":"ITEM-1","issue":"18","issued":{"date-parts":[["2021","3","12"]]},"page":"10548-10571","publisher":"Royal Society of Chemistry","title":"A state-of-the-art review on coir fiber-reinforced biocomposites","type":"article-journal","volume":"11"},"uris":["http://www.mendeley.com/documents/?uuid=db58c1a5-b6c6-3d3a-974f-f5533431ee2f"]}],"mendeley":{"formattedCitation":"(Hasan et al., 2021)","plainTextFormattedCitation":"(Hasan et al., 2021)","previouslyFormattedCitation":"(Hasan et al., 2021)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Hasan et al., 2021)Fibra de cocoCompuestos de cementoAumento de ductilidad 18%, resistencia a impacto mejorada 20%.2%–6%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.heliyon.2024.e33031","ISSN":"24058440","abstract":"With the development of the technical trend, concrete using waste alternate material instead of sand material found economic potential for good structural behaviour. Besides, the susceptible crack, low strength-to-weight ratio, and low compressive strength are the reasons for shrinkage. Due to this reason, the investigation aims to limit the shrinkage under live load and increase the compression and flexural strength by the introduction of coconut waste chopped fiber (wCF), waste fly ash (wFA), and carbon nanotube powder (CNT) blended with conventional Portland paste. The developed concrete consists of 5 wt% wCF, 10 wt% wFA, and 0, 5, 10, and 15 wt% of CNT and is subjected to X-ray diffraction analysis, bulk density, compression and flexural strength, and water absorption studies. The X-ray diffraction pattern revealed the wCF, wFA, CNT, and matrix compositions. The concrete developed with 5 wt% wCF, 10 wt% wFA, and 15 wt% CNT cured within 28 days recorded maximum behaviour of compression strength (47 ± 1.8 MPa), flexural strength (4.9 ± 0.19 MPa), and water absorption of (2.8 ± 0.05 %).","author":[{"dropping-particle":"","family":"Malayali","given":"Anandh Babu","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"R","given":"Venkatesh","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Seikh","given":"A. H.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Iqbal","given":"A.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Heliyon","id":"ITEM-1","issue":"12","issued":{"date-parts":[["2024"]]},"page":"e33031","publisher":"Elsevier Ltd","title":"Investigation and performance analysis of eco-friendly coco fiber concrete hybridized with CNT blend","type":"article-journal","volume":"10"},"uris":["http://www.mendeley.com/documents/?uuid=a80de9e0-77bc-4c2a-b743-58252960609a"]}],"mendeley":{"formattedCitation":"(Malayali et al., 2024)","plainTextFormattedCitation":"(Malayali et al., 2024)","previouslyFormattedCitation":"(Malayali et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Malayali et al., 2024)Fibra de cocoLadrillo ecológicoMejora resistencia compresión, absorción reducida; resultados “superiores” a ladrillos convencionalesvariadoNota: Los porcentajes de fibra de coco corresponden a las proporciones utilizadas en cada estudio experimental, expresadas en masa o volumen según la metodología reportada. Otras fibras naturalesEn varios de los artículos revisados se probó el uso de fibras vegetales como sisal, fonio, alfa y Arundo donax. Estas fibras son comunes en regiones rurales y tienen la ventaja de ser baratas y fáciles de conseguir. En total, se encontraron 7 estudios que usaron estos materiales, casi siempre en porcentajes menores al 1 %.Un estudio de Wang y Abuel-Naga (2025) mostró que con fibras tratadas se logró una mejora de hasta 25 % en compresión y menos agrietamiento superficial (−15 %). Algo similar dijeron Salih et al. (2020), que vieron una resistencia mejorada entre 12 y 28 %, además de menos grietas en el bloque (20 %), lo cual es útil en construcciones rurales. Khrissi y Tilioua (2025) también encontraron buenos resultados: la resistencia a compresión estuvo entre 1.6 y 10.5 MPa, bajó la absorción de agua en 32 % y hubo mejoras térmicas y acústicas en varios casos.Kasie y Mogne (2025) lograron una resistencia de 13.44 MPa con solo 0.9 % de fibra de sisal, y también una resistencia a flexión de 0.097 MPa, que supera varias veces a ladrillos normales. Además, mencionaron que el costo bajó en un 75 % y que había buena relación entre compresión y flexión (R² = 0.87). En otro trabajo, Manniello (2022) utilizó hasta 70 % de fibras naturales, y encontró que la resistencia a tracción subió de 2.2 a 3.4 MPa, con una elongación de 2.4 mm. También reportaron que la fibra tenía un módulo elástico de 2.5 GPa y resistencia de 133.9 MPa.En cuanto a aislamiento, Ouedraogo (2019) trabajó con 0.4 % de paja de fonio, logrando 2.9 MPa en compresión y 1.3 MPa en flexión, además de una disminución del 67 % en conductividad térmica. Finalmente, Kallou (2025) usó fibras tratadas con rayos UV y redujo la densidad hasta 17 %, logrando 5.48 MPa de compresión, 1.94 MPa en tracción y porosidades entre 23–31 %.En resumen, estas fibras ofrecen varias ventajas. Mejoran resistencia, reducen peso, aíslan bien, pero su rendimiento final depende del tipo de suelo y de cómo se preparen las fibras.Tabla 3 Estudios que emplean otras fibras naturales como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.SCENV.2023.100030","ISSN":"2949-8392","abstract":"Bricks remain to be an important element in the infrastructure development sector for hundreds of decades. Despite of having a wide variation of manufacturing methods, bricks are well known for their energy intensive firing-based manufacturing process which includes a huge environmental footprint. Several innovative techniques towards producing sustainable bricks and many investigations were attempted to reduce the carbon emission while manufacturing bricks. To understand the growing context of brick manufacturing methods in the past two decades, this paper provides an analysis of recent studies on sustainable development of bricks attempted from the year 2000–2021. The bricks were divided into three categories, namely those that were made from waste incorporation, those that were energy-efficient, and those that were lightweight. Firing is the predominantly preferred brick manufacturing process despite of possessing high-energy demand. All the waste-incorporated bricks were made by adding the waste material merely by partial mass replacing the raw material in the mix matrix. Considering the journey towards sustainability, innovative bricks are required to be produced using appropriate waste materials by developing feasible waste pre-treatment and/or pre-fabrication techniques.","author":[{"dropping-particle":"","family":"Saravanan","given":"J.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Rao","given":"P. Venkateswara","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainable Chemistry for the Environment","id":"ITEM-1","issued":{"date-parts":[["2023","9","23"]]},"page":"100030","publisher":"Elsevier","title":"Past investigations on development of sustainable bricks – A comprehensive review","type":"article-journal","volume":"3"},"uris":["http://www.mendeley.com/documents/?uuid=5f87e9dd-f842-3ed6-b93f-8436b7e1a6a3"]}],"mendeley":{"formattedCitation":"(Saravanan & Rao, 2023)","plainTextFormattedCitation":"(Saravanan & Rao, 2023)","previouslyFormattedCitation":"(Saravanan & Rao, 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Saravanan & Rao, 2023)Varios residuos (fibras, plásticos, cenizas)Ecológico no cocidoIncremento de resistencia de 10 a 28%, reducción de absorción de agua entre 15 y 35%.Variable (5%–30%)ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/BUILDINGS15111861","ISSN":"20755309","abstract":"Unfired bricks offer a sustainable alternative to traditional fired bricks by enabling the large-scale reuse of industrial, construction, and municipal wastes while significantly reducing energy consumption and greenhouse gas emissions. This review contributes to eliminating knowledge fragmentation by systematically organising stabiliser technologies, performance metrics, and sustainability indicators across a wide variety of unfired brick systems. It thus provides a coherent reference framework to support further development and industrial translation. Emphasis is placed on the role of stabilisers—including cement, lime, geopolymers, and microbial or bio-based stabilisers—in improving mechanical strength, moisture resistance, and durability. Performance data are analysed in relation to compressive strength, water absorption, drying shrinkage, thermal conductivity, and resistance to freeze–thaw and wet–dry cycles. The findings indicate that properly stabilised unfired bricks can achieve compressive strengths above 20 MPa and water absorption rates below 10%, with notable improvements in insulation and acoustic properties. Additionally, life-cycle comparisons reveal up to 90% reductions in CO2 emissions and energy use relative to fired clay bricks. Despite technical and environmental advantages, broader adoption remains limited due to standardisation gaps and market unfamiliarity. The paper concludes by highlighting the importance of hybrid stabiliser systems, targeted certification frameworks, and waste valorisation policies to support the transition toward low-carbon, resource-efficient construction practices.","author":[{"dropping-particle":"","family":"Wang","given":"Yuxin","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abuel-Naga","given":"Hossam","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Buildings","id":"ITEM-1","issue":"11","issued":{"date-parts":[["2025","6","1"]]},"publisher":"Multidisciplinary Digital Publishing Institute (MDPI)","title":"Unfired Bricks from Wastes: A Review of Stabiliser Technologies, Performance Metrics, and Circular Economy Pathways","type":"article-journal","volume":"15"},"uris":["http://www.mendeley.com/documents/?uuid=d3807d73-18e9-3cd3-aee3-459ef007a442"]}],"mendeley":{"formattedCitation":"(Wang & Abuel-Naga, 2025)","plainTextFormattedCitation":"(Wang & Abuel-Naga, 2025)","previouslyFormattedCitation":"(Wang & Abuel-Naga, 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Wang & Abuel-Naga, 2025)Fibras naturales, cal, escoriasladrillo no cocidoIncremento de resistencia a compresión hasta 25%, reducción de agrietamiento 15%Variable según el materialADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3389/FMATS.2024.1308884/BIBTEX","ISSN":"22968016","abstract":"Construction and demolition waste (CDW) was fully exploited to prepare high-strength and low-cost unfired bricks. A compound additive consisting of sodium silicate, microsilica powder, an early-strength water reducer, and wood fiber was incorporated into the bricks. Tests (compressive tests, freeze–thaw cycle tests, and scanning electron microscopy (SEM)) were carried out to determine the effect of the contents of the additive components on the properties (the strength, softening coefficient, freezing resistance, hydration products, and microscopic morphology) of unfired bricks of different curing ages. The experimental results were used to determine the optimum ratio of the components and the hydration mechanism. The optimized compound additive considerably improved the mechanical properties and crack resistance of the bricks, where the optimum content was found to be only 3.15% of the CDW dry mass. Compared with unfired bricks with no additives, unfired bricks with the optimized compound additive exhibited increases in the 1- and 28-day compressive strengths and softening coefficient of up to 66.8%, 65.9%, and 8.46%, respectively (corresponding to values of 8.46 MPa, 29.36 MPa, and 0.934, respectively) and a decrease in the freeze–thaw strength loss rate of 61.38%. Incorporating the compound additive into the unfired bricks considerably reduced the environmental impact. The SEM micrographs showed that the compound additive increased the silicon-to-calcium ratio and workability of the preparation mixture, increased the hydration rate, promoted the conversion of calcium hydroxide in the product to a C–S–H gel, and enhanced the density and strength of the hydration product.","author":[{"dropping-particle":"","family":"Liu","given":"Han Dong","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Fan","given":"Liujun","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Frontiers in Materials","id":"ITEM-1","issued":{"date-parts":[["2024","2","22"]]},"page":"1308884","publisher":"Frontiers Media SA","title":"Optimization and mechanism analysis of a compound additive for unfired bricks made of construction and demolition wastes","type":"article-journal","volume":"11"},"uris":["http://www.mendeley.com/documents/?uuid=5b972928-0bbc-3659-b9c6-88e87bca0a70"]}],"mendeley":{"formattedCitation":"(Liu & Fan, 2024)","plainTextFormattedCitation":"(Liu & Fan, 2024)","previouslyFormattedCitation":"(Liu & Fan, 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Liu & Fan, 2024)Silicato, microsílica, fibrasLadrillo sin cocción de alta resistenciaMejora de cohesión 20%, incremento de resistencia 18%VariableADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.clwas.2025.100283","ISSN":"27729125","abstract":"Local ecological materials in construction represent a fundamental step toward creating living environments that combine environmental sustainability, energy efficiency, and occupant comfort. It is part of an organizational context that encourages the adoption of these methods and processes. This study aims to improve the use of locally available materials, particularly soil and agricultural residues, in the Errachidia region (southeastern Morocco). In particular, date palm waste fiber, a widely available agrarian by-product, was incorporated into the soil to develop six different types of stabilized earth bricks with fiber contents of 0 %, 1 %, 2 %, 3 %, 4 %, and 5 %. The aim was to evaluate their thermophysical, mechanical, and capillary water absorption properties. Thermal properties were determined using the highly insulated house method (PHYWE), a specific methodology for assessing thermal properties in a controlled, highly insulated environment. In addition, mechanical measurements were carried out to assess compressive and flexural strength. The results obtained showed that the addition of date palm waste fibers to brick based on soil improves the thermal resistance of the bricks. Flexural and compressive strength increased up to 3 % of fiber content, while a reduction was observed above this value. The 3 % fiber content is optimal for the stabilization of brick based on soil. Then, the increase of fiber content in bricks resulted in an increase in water absorption with a decrease in the density of the bricks. Physical and chemical characterization (XRD, FTIR, SEM, and EDX) of the soil and date palm waste fibers was carried out with geotechnical soil tests. The results obtained showed that the soil studied satisfies the minimum requirements for the production of bricks stabilized by fibers. These bricks can be considered an alternative to conventional bricks in ecological construction.","author":[{"dropping-particle":"","family":"Khrissi","given":"Youssef","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tilioua","given":"Amine","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Cleaner Waste Systems","id":"ITEM-1","issue":"January","issued":{"date-parts":[["2025"]]},"page":"100283","publisher":"Elsevier Ltd","title":"Development and characterization of eco-friendly earth bricks stabilized with date palm waste fibers for sustainable construction","type":"article-journal","volume":"11"},"uris":["http://www.mendeley.com/documents/?uuid=ea4339e9-b133-49b2-8b85-850039dd6004"]}],"mendeley":{"formattedCitation":"(Khrissi & Tilioua, 2025)","plainTextFormattedCitation":"(Khrissi & Tilioua, 2025)","previouslyFormattedCitation":"(Khrissi & Tilioua, 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Khrissi & Tilioua, 2025)Fibras naturales, residuos agroindustriales (bagazo, cáscara arroz, cenizas, etc.)Ladrillo a base de tierraResistencia a compresión: 1.6–10.5 MPa (según aditivo y tratamiento); reducción de absorción hasta 32%.Variable según los casosADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/APP12042167","ISSN":"2076-3417","abstract":"In recent decades, the construction industry has advanced in its use of natural green resources, such as vegetable fibers (e.g., flax, hemp, jute, etc.) added in concrete mixtures, to create building materials that are both economically and environmentally sustainable. The pricing, low energy cost, and environmental sustainability of these natural fibers are driving this interest. The quantity of fibers and the ratio of fiber length to its transverse diameter (aspect ratio) are critical characteristics that have a decisive impact on concrete’s mechanical qualities. The influence of the aspect ratio of Arundo donax fibers on the tensile characteristics of concrete blocks was specifically investigated in this study. These fibers were collected from the outer section of the stem of this plant, which grows commonly in Mediterranean locations, but that is also found all over the world. Experiments were carried out on cylindrical concrete blocks with a constant amount of fiber (1 percent by weight) and different aspect ratios: 30, 50, and 70 (mm/mm) respectively, to assess their tensile strength, even when compared with concrete blocks without any fiber addition. Tensile tests on Arundo donax fibers were also conducted, with the aim to contribute to the analysis of their interaction with cementitious matrices, and to assess differences between the various compositions. The results showed a direct impact of the aspect ratio on the final tensile strength of concrete blocks, with higher aspect ratios producing superior tensile properties.","author":[{"dropping-particle":"","family":"Manniello","given":"Canio","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Cillis","given":"Giuseppe","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Statuto","given":"Dina","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Pasquale","given":"Andrea","non-dropping-particle":"Di","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Picuno","given":"Pietro","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Applied Sciences 2022, Vol. 12, Page 2167","id":"ITEM-1","issue":"4","issued":{"date-parts":[["2022","2","18"]]},"page":"2167","publisher":"Multidisciplinary Digital Publishing Institute","title":"Concrete Blocks Reinforced with Arundo donax Natural Fibers with Different Aspect Ratios for Application in Bioarchitecture","type":"article-journal","volume":"12"},"uris":["http://www.mendeley.com/documents/?uuid=cbb0d112-cc88-3f4c-a3d7-0fb821185095"]}],"mendeley":{"formattedCitation":"(Manniello et al., 2022)","plainTextFormattedCitation":"(Manniello et al., 2022)","previouslyFormattedCitation":"(Manniello et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Manniello et al., 2022)Fibra natural de Arundo donaxLadrillo de concreto cilíndricoCon AR=30, 50 y 70: resistencia a tracción aumentó de 2.2 a 3.4 MPa (vs. 1.6 MPa sin fibra); elongación aumentó hasta 2.4 mm; módulo de elasticidad fibra: 2.5 GPa; resistencia fibra: 133.9 MPa1 % en pesoADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.35784/bud-arch.6179","ISSN":"25443275","abstract":"In contemporary times, governments prioritise the construction of structures that are both durable and cost-effective. Compressed earth blocks (CEB), known for their low environmental impact, excellent thermal insulation, and water resistance, have consistently met these criteria while seamlessly blending modernity with tradition. This study aims to investigate the mechanical and thermal properties of CEB stabilised with cement, compressed at 3 MPa, and reinforced with fibres derived from alfa and vine shoots. The fibres underwent chemical treatment, employing an alkali-acrylic process, to enhance their bond with the matrix, thereby bolstering the mechanical strength of the CEB. Results indicate a notable reduction in water absorption for treated alfa and vine shoot fibres, with reductions of 45% and 33%, respectively, compared to untreated fibres. Optimal compression resistance was achieved with a composition of 1.5% vine shoot fibres and 2.5% alfa fibres. Moreover, surface treatment of fibres led to a 5% and 20% increase in compressive strength for alfa and vine shoot fibres, respectively. Additionally, employing both fibre types resulted in decreased thermal conductivity and density, albeit with a slight adverse effect on thermal conductivity in CEBs containing treated fibres of both types.","author":[{"dropping-particle":"","family":"Kallou","given":"Amel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Debieb","given":"Farid","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kenai","given":"Said","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Budownictwo i Architektura","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2025"]]},"page":"25-49","title":"Performance of compressed earth blocks reinforced with natural fibres","type":"article-journal","volume":"24"},"uris":["http://www.mendeley.com/documents/?uuid=4f20c415-b37b-4312-9d1d-916d0e266640"]}],"mendeley":{"formattedCitation":"(Kallou et al., 2025)","plainTextFormattedCitation":"(Kallou et al., 2025)","previouslyFormattedCitation":"(Kallou et al., 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Kallou et al., 2025)Fibras naturales de alfa y vidrioLadrillo de arcillaDensidad -17% con UV, conductividad térmica reduce hasta 0.6761 W/m·K, resistencia a compresión: máx. 5.48 MPa.Fibra: 0.5–3%Nota: Las fibras naturales analizadas incluyen sisal, alfa y Arundo donax. Las proporciones reportadas corresponden a valores experimentales definidos por cada autor.Otros aditivos no convencionalesEn esta revisión también se identificaron estudios que usaron materiales bastante inusuales, como pelo de cerdo, polvo de cáscara de coco (CSP), biochar, mezclas con residuos orgánicos y otras combinaciones experimentales. Aunque no son tan comunes como los plásticos o fibras vegetales, estos aditivos llaman la atención por su bajo costo y por la posibilidad de aplicarlos en contextos locales donde sobran este tipo de desechos.Helmy et al. (2023), por ejemplo, indicaron que al incorporar estos materiales se redujo el peso del ladrillo en un 18 %, aunque también bajó la resistencia a compresión entre un 10 y 25 %, y la porosidad aumentó. En otro caso, Surehali et al. (2023) observaron que el módulo elástico bajó un 30 %, pero a cambio la absorción de impacto subió un 50 %, lo que puede ser útil cuando se quiere mayor ductilidad o amortiguación.García-Troncoso et al. (2022) también vieron que, aunque la resistencia a compresión cayó un 15 %, la tenacidad aumentó 20 % y la deformación un 18 %, lo cual sugiere una buena capacidad de absorción de energía. Un enfoque interesante fue el de Jha & Kewate (2024), donde con un 40 % menos de peso, se logró un ladrillo aceptable para usar en muros divisorios interiores.En otras investigaciones, como la de Liu & Fan (2024), se encontró que combinar residuos orgánicos con tierra estabilizada permitió una mejora del 20 % en cohesión interna y un 18 % más de resistencia. Sankar et al. (2023) resaltaron la idea de que este tipo de mezclas ayuda a reducir residuos en hasta 30 %, lo que también aporta desde el enfoque ambiental.Un trabajo de Kumar et al. (2024) propuso una mezcla híbrida con varios residuos: cenizas, estiércol, fibras y restos industriales. Obtuvieron resistencias entre 3.20 y 3.75 MPa, porosidades de 9.4–13.4 %, absorciones de 11.4–12.9 %, y densidades que iban desde 1430 hasta 1850 kg/m³. La mezcla llamada AB-1 fue la que tuvo mejor desempeño.Sobre el CSP, Moujoud et al. (2023) informaron que con 30 % de polvo de cáscara de coco a 1100 °C, se logró una conductividad térmica baja (0.37 W/m·K) y una resistencia a tracción de 9.88 MPa, aunque también aumentaron la porosidad y la absorción con dosis más altas. Riedel et al. (2020) probaron el pelo de cerdo como refuerzo y lograron una mejora del 20 % en resistencia a flexión y 15 % menos grietas. De manera similar, Thanushan & Navaratnarajah (2020) observaron un aumento del 25 % en tenacidad y una mejora del 18 % en resistencia a tracción.En resumen, aunque estos materiales alternativos no siempre mejoran todas las propiedades estructurales, sí ofrecen beneficios como menor peso, mayor tenacidad o mejor comportamiento térmico, lo cual puede ser útil dependiendo del uso que se le quiera dar al ladrillo.Tabla 4 Estudios que emplean aditivos poco convencionales en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/SU151310060","ISSN":"2071-1050","abstract":"Worldwide, vast amounts of waste are produced every year and most waste is sent directly to landfills or burnt, which has severe and harmful impacts on the environment. Recycling waste materials is considered the most visible solution to protect the environment. Using scraps in concrete production is a proper method for getting rid of wastes, improving the characteristics of concrete, reducing the consumption of natural aggregates, and can be used as cementitious materials that decrease cement production so that the CO2 that is produced during cement manufacturing decreases. This review paper summarizes the use of recycled waste materials, including rubber tires, crushed glass, and crushed clay brick in concrete, as a fractional replacement of aggregates, cement, etc., to develop eco-friendly lightweight construction materials. It has been concluded that the dry density of sustainable concrete decreased to 4, 21.7, and 31.7% when crushed glass, clay brick, and rubber tire were incorporated into the concrete instead of traditional aggregate, respectively. Waste rubber has good results in sulfate, thermal, and impact resistance, while glass powder and finely crushed clay brick helped to improve mechanical properties by increasing reach by 33% for glass and a slight increase for crushed clay brick, as well as thermal resistance compared to normal concrete. Moreover, due to the low particle density of these waste materials compared to that of normal-weight aggregates, these materials can be utilized efficiently to produce lightweight concrete for structural and non-structural applications such as road engineering, flooring for mounting machinery, highway and rail crash barriers, permeable pavement, interlocking bricks, insulation, filling concrete, and bearing walls.","author":[{"dropping-particle":"","family":"Helmy","given":"Sherif H.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tahwia","given":"Ahmed M.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Mahdy","given":"Mohamed G.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abd Elrahman","given":"Mohamed","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abed","given":"Mohammed A.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Youssf","given":"Osama","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainability 2023, Vol. 15, Page 10060","id":"ITEM-1","issue":"13","issued":{"date-parts":[["2023","6","25"]]},"page":"10060","publisher":"Multidisciplinary Digital Publishing Institute","title":"The Use of Recycled Tire Rubber, Crushed Glass, and Crushed Clay Brick in Lightweight Concrete Production: A Review","type":"article-journal","volume":"15"},"uris":["http://www.mendeley.com/documents/?uuid=6f0fce14-f178-3f80-ac0a-2f8eb7b62821"]}],"mendeley":{"formattedCitation":"(Helmy et al., 2023)","plainTextFormattedCitation":"(Helmy et al., 2023)","previouslyFormattedCitation":"(Helmy et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Helmy et al., 2023)PET recicladoHíbridoMejora de estabilidad dimensional 15%, reducción de absorción 20%.5%–15%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/ENGPROC2024066028","ISSN":"26734591","author":[{"dropping-particle":"","family":"Jha","given":"Anish Kumar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kewate","given":"Shilpa Pankaj","non-dropping-particle":"","parse-names":false,"suffix":""}],"id":"ITEM-1","issued":{"date-parts":[["2024","7","18"]]},"page":"28","publisher":"MDPI AG","title":"Manufacturing of Eco Bricks: A Sustainable Solution for Construction","type":"article-journal"},"uris":["http://www.mendeley.com/documents/?uuid=49f384be-5010-3e86-9662-80db4c911eec"]}],"mendeley":{"formattedCitation":"(Jha & Kewate, 2024)","plainTextFormattedCitation":"(Jha & Kewate, 2024)","previouslyFormattedCitation":"(Jha & Kewate, 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Jha & Kewate, 2024)Residuos variosEcoladrillo PETReducción de peso 40%, adecuada resistencia para divisiones interiores. 0-20% según el materialADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.54097/HSET.V28I.4095","ISSN":"2791-0210","abstract":"Ecobricks are bricks made from garbage or plastic that hasn't been recycled. Traditional brick wall tiles are constructed of bricks and mortar, which are not very eco-friendly and have a significant potential for global warming. Therefore, this paper suggests the utilization of ecobricks instead. Plastic bottle bricks, the most popular kind of ecobricks, are created by putting inorganic fillers like sand into plastic polyethylene terephthalate (PET) bottles. Besides the environmental issue, ecobricks also have the advantage of being affordable. The walls and foundations formed of plastic bottle bricks are able to stand rigidly on their own thanks to the self-standing qualities of plastic bottles, thus it is less expensive. As a result, plastic waste can be collected and used in some underdeveloped countries where insufficient waste management and inadequate funding are major concerns for the development of environmentally friendly initiatives. Refugee camps or low-income neighborhoods are examples of potential locations. This paper makes a suggestion on the potential application of plastic bottle bricks for use in new construction shelters of a new displacement camp that has been suggested for the Bangladeshi island of Bhasan Char.","author":[{"dropping-particle":"","family":"Li","given":"Yueyang","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Highlights in Science, Engineering and Technology","id":"ITEM-1","issued":{"date-parts":[["2022","12","31"]]},"page":"107-114","publisher":"Darcy & Roy Press Co. Ltd.","title":"Research on Properties of Ecobricks and its Possible Applications","type":"article-journal","volume":"28"},"uris":["http://www.mendeley.com/documents/?uuid=a8c6c59f-0b99-31a0-8df9-bea9413390bb"]}],"mendeley":{"formattedCitation":"(Li, 2022)","plainTextFormattedCitation":"(Li, 2022)","previouslyFormattedCitation":"(Li, 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Li, 2022)PET, residuos secosEcobricksReducción de peso 25%, resistencia básica a compresión 1.2 MPa.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1155/2023/6867755","ISSN":"10982329","abstract":"The population increases demand for plastic in every sector along with single-use plastic rapidly increasing, but it still has a low recycling rate. The use of plastic in the form of brick is challenging and overall has a better impact on the ecosystem, economy, and industrial revolution. In this paper, a study has been done of the available research work on plastic bricks from different plastic waste materials. It discusses the processes used to make bricks from plastic waste materials, the possibility of contamination from the waste materials utilized, the lack of pertinent standards, and the public adoption of waste materials-based bricks. Furthermore, it focused on research and development required for the widespread production and use of bricks made from waste materials, not only in terms of technical, economic, and environmental considerations but also in terms of standardization, governmental policy, and public awareness of waste recycling and sustainable development. It has been observed from the study that PET has mostly recycled plastic with greater efficiency compared to other plastics. However, worldwide global production is followed by PE, PVC, and PP. PET has only 5% contribution to the global recycling of plastics.","author":[{"dropping-particle":"","family":"Singh","given":"Aditya","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Srivastava","given":"Ashish Kumar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Gyanendra","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Akash Deep","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Hritik Kumar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kumar","given":"Ajay","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Gyanendra Kumar","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Advances in Polymer Technology","id":"ITEM-1","issued":{"date-parts":[["2023"]]},"publisher":"Hindawi Limited","title":"Utilization of Plastic Waste for Developing Composite Bricks and Enhancing Mechanical Properties: A Review on Challenges and Opportunities","type":"article-journal","volume":"2023"},"uris":["http://www.mendeley.com/documents/?uuid=846daef9-0603-36e1-bcac-7e3982565398"]}],"mendeley":{"formattedCitation":"(Singh et al., 2023)","plainTextFormattedCitation":"(Singh et al., 2023)","previouslyFormattedCitation":"(Singh et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Singh et al., 2023)PET, PE recicladoPlástico fundidoAumento de resistencia a humedad 50%.100%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1063/5.0110298/2872886","ISBN":"9780735442795","ISSN":"15517616","abstract":"The frequent escalation in the price of conventional construction materials leads to the menace of global construction systems. These materials engender negative impacts on the environment, such as deforestation, desertification, landfilling etc. There is an urge to substitute conventional building materials with environment friendly and economically affordable materials, the demand for sustainable construction materials grows rapidly. Enormous coconut waste has been engendered during the customized ceremonies as well as in edible oil industries. This mini technical survey explores the applications of parts of the coconut tree as a sustainable, environment friendly and economical building construction material. From the structural perspective, it is noted that (i) the use of coconut fibre in producing bricks not only enhances bricks insulation strength against sound and temperature but also it offers higher resistance to bricks against cracks; (ii) coconut shell flooring tiles are light in weight compared to the conventional concrete flooring tiles; (iii) coconut shell flooring tiles reduces the self-weight of the floor resulting in the economic design of floor which supports the structural elements in the building design. As potential applications to construction industry, we record that (i) as a lightweight material, coconut shell aggregate concrete is used to make hollow blocks and other non-structural members; (ii) the coconut trees’ timber is technically processed to produce sustainable building materials such as, doors, rafters, windows, furniture etc.; (iii) coconut coir is utilized in laying roads, making of ropes, decorative items and bricks; (iv) as coarse aggregate, coconut shell is significantly utilised in making floor tiles.","author":[{"dropping-particle":"","family":"Sankar","given":"Akshaya","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Srinivasarao","given":"Susmitha Velluru","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Sivasankaran","given":"Soundaryalakshmi","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Basha","given":"Aisha Farhin Kaleel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ismail","given":"Zulkefle","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"AIP Conference Proceedings","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2023","1","10"]]},"publisher":"American Institute of Physics Inc.","title":"Survey on Applications of Coconut Timber, Shell and Coir in Construction Industry","type":"article-journal","volume":"2643"},"uris":["http://www.mendeley.com/documents/?uuid=851419b5-be36-3eba-a63d-165667f0eea9"]}],"mendeley":{"formattedCitation":"(Sankar et al., 2023)","plainTextFormattedCitation":"(Sankar et al., 2023)","previouslyFormattedCitation":"(Sankar et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Sankar et al., 2023)Subproductos del coco (madera, cascara y fibra)VariadoAplicabilidad sostenible, reducción de residuos 30%.variableADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"abstract":"PET is employed alternatively construction entity which is really a synthetic fibre. Plastics are non-biodegradable and its disposal is a problem. Carbonated Beverage and water bottles commonly uses PET, PETE or Polyester (Polyethylene Terephthalate). These plastics since being non-biodegradable, it involves either to recycle or reuse. And now, many studies show they have successful results in building materials. This project uses waste PET bottles in concrete without any replacement. PET bricks were casted with PET ratios of 0.5%, 1%, 1.5% and 2% and cured for 7 days, 14days and 28 days with respective PET ratios. Likewise, the compressive strength, Bulk density test, Modulus of rupture, Impact test and Water Absorption test were conducted on the PET bricks on the respective days 7, 14 and 28 namely. As far compared from most of the test conducted the PET Bricks showed better and optimum results in PET ratio of 1%.","author":[{"dropping-particle":"","family":"Suganya","given":"Suganya","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Alan","given":"S","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Professor","given":"Assistant","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Student","given":"PG","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Student","given":"Ug","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"International Journal of Applied Engineering Research","id":"ITEM-1","issue":"53","issued":{"date-parts":[["2015"]]},"title":"A Study on Mechanical Properties of fly ash Brick with Waste Plastic Strips","type":"article-journal","volume":"10"},"uris":["http://www.mendeley.com/documents/?uuid=defac068-0472-4cdf-9353-daeff4fa639f"]}],"mendeley":{"formattedCitation":"(Suganya et al., 2015)","plainTextFormattedCitation":"(Suganya et al., 2015)","previouslyFormattedCitation":"(Suganya et al., 2015)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Suganya et al., 2016)Tiras de PET recicladoLadrillo con ceniza volante Resistencia a compresión: 18.67 N/mm² (1% PET); módulo de ruptura: 5.57 N/mm (0.5% PET); absorción de agua: 2-10%.0.5%–2%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1177/15589250241240073","ISBN":"1558925024124","ISSN":"15589250","abstract":"Air pollution is increasing daily, causing global warming and many environmental issues, and it is also the cause of many diseases. According to many reports, brick kilns play a major role in the emission of black carbon that causes air pollution. It is necessary to find another way to produce bricks. The trend these days is to increase applications of natural fibers and eco-friendly materials and to reuse waste materials to control pollution. Synthetic and chemical materials are also causes of pollution, diseases, and even the deaths of many people. In this direction, eco-friendly materials were used to produce bricks. Abaca fiber, Pinus-Roxburghi leaves, fiber, wood, wheat straw, animal dung, sand, cement, phenolic resin, and gypsum were used in various percentages to create novel brick. In the investigation, it was discovered that hybrid natural fiber-based bricks had strong physical-mechanical, mechanical-chemical, and thermal stability properties, were light in weight, and had good sound absorption capabilities. Significant improvement of has been identified, AB-4 Brick shows the maximum porosity with 42.5% improvement as compared to AB-1 brick.","author":[{"dropping-particle":"","family":"Kumar","given":"Naresh","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Mehta","given":"Vikas","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kumar","given":"Sushil","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Jaiinder Preet","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kumar","given":"Rajeev","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Sharma","given":"Shubham","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Dwivedi","given":"Shashi Prakash","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kozak","given":"Dražan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Lozanovic","given":"Jasmina","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abbas","given":"Mohamed","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Engineered Fibers and Fabrics","id":"ITEM-1","issued":{"date-parts":[["2024"]]},"title":"An investigation of various properties of hybrid bricks using Natural fibers and waste fiber-based materials","type":"article-journal","volume":"19"},"uris":["http://www.mendeley.com/documents/?uuid=cfab908c-9614-4e5e-b7ba-43aa20fe3fa5"]}],"mendeley":{"formattedCitation":"(Kumar et al., 2024)","plainTextFormattedCitation":"(Kumar et al., 2024)","previouslyFormattedCitation":"(Kumar et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Kumar et al., 2024)Pinus-Roxburghii, abaca, trigo, estiércol, madera residual, resina fenólica y yesoLadrillo híbridoResistencia a compresión: 3.20–3.75 N/mm²; porosidad: 9.4-13.4 %; absorción agua: 11.4-12.9 %; densidad: 1430-1850 kg/m³.Composición variable según el tipo (AB-1 a AB-4)ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.jobe.2023.106107","ISSN":"23527102","abstract":"In the present work, coconut shell powder (CSP) is explored as a pore-forming agent in the manufacturing of fired clay bricks. The bricks were produced by varying the amount of CSP (0, 10, 20, and 30 wt%), and fired at different temperatures (900, 1000, and 1100 °C). Mineralogical, physical, mechanical, and thermal conductivity tests were performed to evaluate the properties of the elaborated bricks. It is found that the addition of CSP does not influence the mineralogy of the bricks. Besides, mechanical strength, bulk density, and firing shrinkage increase with sintering temperature and decrease with increasing CSP content, while water absorption and porosity decrease with temperature and increase with CSP addition. Otherwise, the combination of firing at 1100 °C with 30 wt% addition of CSP in clay brick provides lower thermal conductivity (0.37 W/(m.K)), while maintaining adequate tensile strength (9.88 MPa). This finding suggests the reuse of CSP as a pore-forming agent to elaborate bricks with thermal insulating character.","author":[{"dropping-particle":"","family":"Moujoud","given":"Zineb","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Harrati","given":"Achraf","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Manni","given":"Ahmed","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Naim","given":"Amine","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Bouari","given":"Abdeslam","non-dropping-particle":"El","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tanane","given":"Omar","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Journal of Building Engineering","id":"ITEM-1","issue":"December","issued":{"date-parts":[["2023"]]},"title":"Study of fired clay bricks with coconut shell waste as a renewable pore-forming agent: Technological, mechanical, and thermal properties","type":"article-journal","volume":"68"},"uris":["http://www.mendeley.com/documents/?uuid=58a39d91-38b6-4337-a284-df2dee874f59"]}],"mendeley":{"formattedCitation":"(Moujoud et al., 2023)","plainTextFormattedCitation":"(Moujoud et al., 2023)","previouslyFormattedCitation":"(Moujoud et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Moujoud et al., 2023)Polvo de cáscara de coco (CSP)Ladrillo cocido (arcilla)A 1100 °C con 30 % CSP: conductividad térmica reducida a 0.37 W/m·K; resistencia a tracción adecuada: 9.88 MPa; incremento de porosidad y absorción con más CSP.0 %, 10 %, 20 %, 30 %ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.21203/RS.3.RS-122119/V1","abstract":"<p>Agricultural waste disposal is among the environmental concerns in many countries. Finding economical uses for this waste by incorporating it in a product is the approach often used to overcome the environmental issue. Banana fibre and coconut coir are major agricultural waste products in Sri Lanka and fewer amounts of these are converted into usable products. Manufacturing cement-stabilized soil blocks incorporating these waste materials can reduce the environmental impact. The present research studied the post-peak behavior and durability of banana fibre and coconut coir-strengthened cement-stabilized soil blocks. Banana fibre-reinforced and coconut coir-reinforced blocks were tested for compression, flexural bending, water absorption, sorptivity and resistance against chemicals, wet-dry weathering and freeze-thaw weathering. The banana fibre showed better post-peak behavior in compression and coconut coir showed better post-peak behavior in flexural. Both fibre reinforcements improved the block’s durability against the acid attack, alkaline attack, wet-dry weathering and freeze-thaw weathering. Moreover, the specimen reinforced with coconut fibres was found to exhibit better durability compared to the specimen reinforced with banana fibres.</p>","author":[{"dropping-particle":"","family":"Thanushan","given":"Kirupairaja","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Navaratnarajah","given":"Sathiparan","non-dropping-particle":"","parse-names":false,"suffix":""}],"id":"ITEM-1","issued":{"date-parts":[["2020","12","9"]]},"title":"A Comparative Study on the Influence of Banana and Coconut Fibre on Stabilized Soil Blocks","type":"article-journal"},"uris":["http://www.mendeley.com/documents/?uuid=86e61c16-4e7d-352f-9dff-ed5d6c3aabbb"]}],"mendeley":{"formattedCitation":"(Thanushan & Navaratnarajah, 2020)","plainTextFormattedCitation":"(Thanushan & Navaratnarajah, 2020)","previouslyFormattedCitation":"(Thanushan & Navaratnarajah, 2020)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Thanushan & Navaratnarajah, 2020)Banana y cocoArcillaIncremento de tenacidad 25%, resistencia a tracción mejorada 18%.2%–5%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1007/s44290-024-00045-3","ISBN":"0123456789","ISSN":"2948-1546","abstract":"An integrated analysis is performed for the present study, including an evaluation of the mechanical and durability properties of plastic brick, a cost-effectiveness analysis, and an eco-benefit analysis of recycling plastic waste into bricks. To promote sustainable construction practices, pp waste is used in plastic brick to replace waste material often discarded in landfills and burned. This study involved the preparation of 36 (230 mm × 110 mm × 90 mm) bricks. Modified fly ash containing 40, and 45% of the cement weight was incorporated into the samples. There is an increase in waste production among the Indian population. Some of these wastes pose a threat to the environment. There is also a significant amount of plastic waste in the country. Even though it is not biodegradable, it poisons trees and aquatic organisms. Thus, waste plastics were repurposed for use in the construction industry. Cement, fly ash, M sand, and plastic waste fibers are used to make plastic bricks. Polypropylene (PP) has a high deformation capacity and is a cost-effective material. Plastic waste is used in this study in the form of polypropylene fibers. To produce the bricks, different mix ratios were used in which PP waste was used in proportions of 5%, 10%, and 15% (represented as Mix1, Mix2, and Mix3), based on the total mixing of the polycarbonate substance volume of bricks. The purpose of this study is to investigate the feasibility of utilizing plastic wastes to produce a cost-effective and lightweight plastic brick for use in construction. Compressive strength, water absorption, soundness, efflorescence, and hardness tests were carried out on the bricks. The compressive strength of mix 2 at a load of 426 kg is the highest of the three plastic bricks tested. A comparison of this proportion with other mix proportions and conventional brick effectiveness.","author":[{"dropping-particle":"","family":"Rauniyar","given":"Abishek","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Nakrani","given":"Rinkal Kishor","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Narpala","given":"Saketh Reddy","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Nehaun","given":"","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Arun","given":"Sija","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Discover Civil Engineering","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2024"]]},"publisher":"Springer International Publishing","title":"An evaluation of the use of plastic waste in the manufacture of plastic bricks","type":"article-journal","volume":"1"},"uris":["http://www.mendeley.com/documents/?uuid=f6d4a645-5d9a-4527-8edf-7ed0bf12a430"]}],"mendeley":{"formattedCitation":"(Rauniyar et al., 2024)","plainTextFormattedCitation":"(Rauniyar et al., 2024)","previouslyFormattedCitation":"(Rauniyar et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Rauniyar et al., 2024)HDPE recicladoLadrillo de plásticoHasta 35% HDPE mantiene buena resistencia compresiva y absorción reducida.≤35%Nota: CSP: polvo de cáscara de coco. Los porcentajes de incorporación dependen del diseño experimental reportado en cada investigación.Fibra de coco con cenizaVarios estudios también han probado usar la fibra de coco junto con su propia ceniza (CFA) como aditivo para mejorar los ladrillos ecológicos. La idea es aprovechar la resistencia mecánica de la fibra y las propiedades puzolánicas de la ceniza, buscando una mezcla que no solo sea más fuerte, sino también más fácil de trabajar.Por ejemplo, Vagestan et al. (2024) lograron una resistencia a compresión de 33.77 MPa a los 28 días usando un 5 % de CFA, lo cual es un valor bastante alto comparado con el control. Sin embargo, cuando subieron al 15 % de CFA, la resistencia bajó en un 24.8 %, lo que indica que pasarse de la dosis puede debilitar el material. También reportaron que la trabajabilidad disminuyó, ya que el slump bajó de 120 mm a 90 mm, lo cual complica un poco la colocación de la mezcla.Nguyen et al. (2025) también obtuvieron buenos resultados. En su caso, al combinar fibra con ceniza de coco, la resistencia a compresión mejoró un 14 % y además el peso total del ladrillo se redujo un 10 %, lo que facilita su uso en obra y reduce la carga en la estructura.En resumen, la combinación de fibra de coco con CFA parece ser una opción prometedora, siempre que se controle bien la cantidad usada. Esta mezcla mejora varios aspectos clave como resistencia, peso y flexibilidad, y se puede adaptar a diferentes necesidades dependiendo del uso que se le dé al ladrillo.Tabla 5 Estudios que emplean fibra de coco con ceniza como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1063/5.0196073/3280487","ISSN":"15517616","abstract":"Concrete is a building material obtained by mixing cement, water and a ratio in an appropriate ratio. As the cost of cement rises day by day, the need for building materials and other essentials to keep up with the growing population is increasing. Therefore, it is necessary to be aware of other binding materials which will replace the cement partially or fully. Building rubble, in this case coconut fiber ash, creates pollution in environment. Coconut fiber is collected, moisture content was removed and roasted in an open area. After that, the fiber disintegrates into ash powder. The ash powder is collected and processed with a 150 micron filter. Concrete blocks are poured and aged for 7, 14, and 28 days, using 0, 5, 10, and 15 percent instead of cement ash and adding 3 times the weight of the cement to random carp. The results show that concrete performance decreases with increasing CFA content and compressive strength increases with healing, but decreases with increasing CFA content. The introduction of coir to the cement has notably improved many of the technical properties of concrete in terms of compressive strength, durability and flexibility.","author":[{"dropping-particle":"","family":"Vagestan","given":"Prem Kumar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Periyasamy","given":"Manikandan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Pathikonda","given":"Prathyusha","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kiran","given":"Uday","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Yadav","given":"Seshu Pavan","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Zahid","given":"Mohammed","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Avula","given":"Dhanusree","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"AIP Conference Proceedings","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2024","4","2"]]},"publisher":"American Institute of Physics","title":"Enhancing the strength properties of concrete using coconut fiber and coconut fiber ash","type":"article-journal","volume":"3037"},"uris":["http://www.mendeley.com/documents/?uuid=cecdf16c-8c91-389c-8121-6b64ae7b1015"]}],"mendeley":{"formattedCitation":"(Vagestan et al., 2024)","plainTextFormattedCitation":"(Vagestan et al., 2024)","previouslyFormattedCitation":"(Vagestan et al., 2024)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Vagestan et al., 2024)Fibra de coco y ceniza de fibra de coco (CFA)HormigónResistencia máxima: 33.77 MPa a 28 días con 5% CFA; reducción del 24.8% con 15% CFA)Ceniza de fibra de coco: 0%, 5%, 10%, 15%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3311/PPCI.38299","ISSN":"1587-3773","abstract":"This study examined the effect of coconut fiber (CF) content on the properties of unfired building bricks (UBBs) using fly ash (FA) and bottom ash (BA) from the Nghi Son coal-fired thermal power plant (CTP). Cement and FA served as binders while BA replaced crushed stone as the fine aggregate. Raw brown CFs were treated with a 5% NaOH solution at 50 °C to increase their mechanical properties. The treated CFs were then cut to a short length of 15 mm and had an average aspect ratio of 103. Brick samples were cast with CF content at ratios of 0%, 3%, 6%, and 9% by binder weight (CF/B) and water-to-binder (W/B) ratios of 0.30 and 0.35. The UBBs were formed under a low pressure of 0.5 MPa and tested to evaluate the effects of CF/B and W/B ratios on brick properties. Results showed that compressive strength (CS) increased with higher CF content, with all samples exceeding 10 MPa after 28 days, classifying them as grade M10 per TCVN 6477:2016. The optimal CF content was 6%, which yielded the highest CS. Increasing CF content reduced unit weight (UW), ultrasonic pulse velocity (UPV), and thermal conductivity (TC), while water absorption (WA) increased. Conversely, a lower W/B ratio improved CS, UW, UPV, and TC, while reducing WA. Microstructural observations revealed that CF acts as a bridge connecting cracks, which helps restrain crack widening and enhance CS.","author":[{"dropping-particle":"","family":"Nguyen","given":"Dang Nguyen","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Le","given":"Thanh Tam Thi","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ngo","given":"Si Huy","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Nguyen","given":"Van Dung","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Periodica Polytechnica Civil Engineering","id":"ITEM-1","issue":"2","issued":{"date-parts":[["2025","2","26"]]},"page":"599-610","publisher":"Budapest University of Technology and Economics","title":"Effect of Coconut Fiber Content on the Properties of Unfired Building Bricks Incorporating Thermal Power Plant Ashes","type":"article-journal","volume":"69"},"uris":["http://www.mendeley.com/documents/?uuid=31762f90-e174-36bb-a527-c5034982fa51"]}],"mendeley":{"formattedCitation":"(Nguyen et al., 2025)","plainTextFormattedCitation":"(Nguyen et al., 2025)","previouslyFormattedCitation":"(Nguyen et al., 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Nguyen et al., 2025)Fibra de coco + cenizaAdobe no cocidoAumento de resistencia a compresión 14%, reducción de peso 10%5%–15%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.MATPR.2019.10.158","ISSN":"2214-7853","abstract":"The main objective of this study is to utilize fiber material obtained from coconut and coconut fiber ash in a M20 grade mix and the behaviour of the concrete matrix with coconut constituents are monitored upon. Basic strength tests like compressive, tensile and flexure properties were studied upon and the results were tabulated. The coconut fibers were added at 5% and the coconut fiber ash at 15% in the concrete mix. In addition to this mix, sea water replaced the conventional one in the mix and the structural characteristics were ascertained. With addition of this coconut fibers and ash component, there seems to be an optimistic increase in base strength properties of the mix and also a sound result when it comes to the structural characteristic of this building material.","author":[{"dropping-particle":"","family":"Ramesh Kumar","given":"G. B.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Kesavan","given":"V.","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Materials Today: Proceedings","id":"ITEM-1","issued":{"date-parts":[["2020","1","1"]]},"page":"811-816","publisher":"Elsevier","title":"Study of structural properties evaluation on coconut fiber ash mixed concrete","type":"article-journal","volume":"22"},"uris":["http://www.mendeley.com/documents/?uuid=4cae5d92-4a94-39eb-9b59-fb58fc73d722"]}],"mendeley":{"formattedCitation":"(Ramesh Kumar & Kesavan, 2020)","plainTextFormattedCitation":"(Ramesh Kumar & Kesavan, 2020)","previouslyFormattedCitation":"(Ramesh Kumar & Kesavan, 2020)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Ramesh Kumar & Kesavan, 2020)Ceniza de fibra de coco (CFA)Ladrillo no cocidoBuena resistencia compresiva, baja resistencia a tracción, mejora ductilidad5%–15%Nota: CFA: ceniza de fibra de coco. Las proporciones indicadas corresponden a porcentajes de reemplazo o incorporación reportados por los autores.Cenizas agroindustrialesEn algunos artículos también se exploró el uso de cenizas como aditivo, sobre todo las que vienen de residuos industriales o agrícolas, como la ceniza volante o la de biomasa. Aunque no son tan comunes como otros materiales, los resultados que se encontraron fueron interesantes.Por ejemplo, Jaramillo et al. (2025) vieron que, al agregar este tipo de ceniza en ladrillos estabilizados, la resistencia a compresión subió un 19 %, y además se obtuvo más estabilidad dimensional. Y lo mejor es que se usaron cantidades pequeñas, lo cual es práctico para ladrillos que no cargan mucho peso.También está el estudio de Raut et al. (2018), donde con ceniza volante se logró una resistencia de hasta 25.9 MPa (a los 28 días), con absorciones de entre 13 y 16 %, y porosidades del 21.7 al 23.85 %. La densidad de esos ladrillos estuvo entre 1610 y 1860 kg/m³, lo cual es aceptable si se trata de piezas no estructurales que igual deben aguantar humedad.Aunque no hay demasiados estudios con este tipo de cenizas, la mayoría coincide en que mejoran la resistencia y la cohesión interna del material. Además, al ser un residuo reciclable, ayuda a reducir el impacto ambiental del ladrillo tradicional.Tabla SEQ Tabla \* ARABIC 1 Estudios que emplean cenizas agroindustriales como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.SCENV.2023.100030","ISSN":"2949-8392","abstract":"Bricks remain to be an important element in the infrastructure development sector for hundreds of decades. Despite of having a wide variation of manufacturing methods, bricks are well known for their energy intensive firing-based manufacturing process which includes a huge environmental footprint. Several innovative techniques towards producing sustainable bricks and many investigations were attempted to reduce the carbon emission while manufacturing bricks. To understand the growing context of brick manufacturing methods in the past two decades, this paper provides an analysis of recent studies on sustainable development of bricks attempted from the year 2000–2021. The bricks were divided into three categories, namely those that were made from waste incorporation, those that were energy-efficient, and those that were lightweight. Firing is the predominantly preferred brick manufacturing process despite of possessing high-energy demand. All the waste-incorporated bricks were made by adding the waste material merely by partial mass replacing the raw material in the mix matrix. Considering the journey towards sustainability, innovative bricks are required to be produced using appropriate waste materials by developing feasible waste pre-treatment and/or pre-fabrication techniques.","author":[{"dropping-particle":"","family":"Saravanan","given":"J.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Rao","given":"P. Venkateswara","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainable Chemistry for the Environment","id":"ITEM-1","issued":{"date-parts":[["2023","9","23"]]},"page":"100030","publisher":"Elsevier","title":"Past investigations on development of sustainable bricks – A comprehensive review","type":"article-journal","volume":"3"},"uris":["http://www.mendeley.com/documents/?uuid=5f87e9dd-f842-3ed6-b93f-8436b7e1a6a3"]}],"mendeley":{"formattedCitation":"(Saravanan & Rao, 2023)","plainTextFormattedCitation":"(Saravanan & Rao, 2023)","previouslyFormattedCitation":"(Saravanan & Rao, 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Saravanan & Rao, 2023)Varios residuos (fibras, plásticos, cenizas)Ecológico no cocidoIncremento de resistencia de 10 a 28%, reducción de absorción de agua entre 15 y 35%.Variable (5%–30%)ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/j.clwas.2025.100283","ISSN":"27729125","abstract":"Local ecological materials in construction represent a fundamental step toward creating living environments that combine environmental sustainability, energy efficiency, and occupant comfort. It is part of an organizational context that encourages the adoption of these methods and processes. This study aims to improve the use of locally available materials, particularly soil and agricultural residues, in the Errachidia region (southeastern Morocco). In particular, date palm waste fiber, a widely available agrarian by-product, was incorporated into the soil to develop six different types of stabilized earth bricks with fiber contents of 0 %, 1 %, 2 %, 3 %, 4 %, and 5 %. The aim was to evaluate their thermophysical, mechanical, and capillary water absorption properties. Thermal properties were determined using the highly insulated house method (PHYWE), a specific methodology for assessing thermal properties in a controlled, highly insulated environment. In addition, mechanical measurements were carried out to assess compressive and flexural strength. The results obtained showed that the addition of date palm waste fibers to brick based on soil improves the thermal resistance of the bricks. Flexural and compressive strength increased up to 3 % of fiber content, while a reduction was observed above this value. The 3 % fiber content is optimal for the stabilization of brick based on soil. Then, the increase of fiber content in bricks resulted in an increase in water absorption with a decrease in the density of the bricks. Physical and chemical characterization (XRD, FTIR, SEM, and EDX) of the soil and date palm waste fibers was carried out with geotechnical soil tests. The results obtained showed that the soil studied satisfies the minimum requirements for the production of bricks stabilized by fibers. These bricks can be considered an alternative to conventional bricks in ecological construction.","author":[{"dropping-particle":"","family":"Khrissi","given":"Youssef","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tilioua","given":"Amine","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Cleaner Waste Systems","id":"ITEM-1","issue":"January","issued":{"date-parts":[["2025"]]},"page":"100283","publisher":"Elsevier Ltd","title":"Development and characterization of eco-friendly earth bricks stabilized with date palm waste fibers for sustainable construction","type":"article-journal","volume":"11"},"uris":["http://www.mendeley.com/documents/?uuid=ea4339e9-b133-49b2-8b85-850039dd6004"]}],"mendeley":{"formattedCitation":"(Khrissi & Tilioua, 2025)","plainTextFormattedCitation":"(Khrissi & Tilioua, 2025)","previouslyFormattedCitation":"(Khrissi & Tilioua, 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Khrissi & Tilioua, 2025)Fibras naturales, residuos agroindustriales Ladrillo de tierra Resistencia a compresión: 1.6–10.5 MPa (según aditivo y tratamiento); reducción de absorción hasta 32%.Variable (revisión de múltiples casos)ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/SU17051914","ISSN":"2071-1050","abstract":"The construction industry is a major contributor to environmental pollution, with cement production only accounting for nearly 8% of global CO2 emissions. Sustainable alternatives, such as bio-bricks incorporating agricultural waste, offer a promising solution to reduce emissions. This study investigates the development and optimization of bio-bricks using lignin as reinforcement in cementitious composites. A mixture design approach was applied to determine optimal proportions of cement, lignin, and bovine excreta, enhancing mechanical properties such as compressive and flexural strength while promoting sustainability. Response Surface Methodology (RSM) was used to model the effects of mixture components, revealing that a blend of 959 g of cement, 224 g of lignin, and 314 g of bovine excreta resulted in the best performance. Compressive strength reached ~1.7 MPa, demonstrating the composition viability for eco-friendly construction. The study highlights the bio-brick’s potential to mitigate the environmental impact by reducing reliance on traditional cement while integrating renewable materials.","author":[{"dropping-particle":"","family":"Jaramillo","given":"Haidee Yulady","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Vasco-Echeverri","given":"Oscar","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"López-Barrios","given":"Rafael","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"García-León","given":"Ricardo Andrés","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainability 2025, Vol. 17, Page 1914","id":"ITEM-1","issue":"5","issued":{"date-parts":[["2025","2","24"]]},"page":"1914","publisher":"Multidisciplinary Digital Publishing Institute","title":"Optimization of Bio-Brick Composition Using Agricultural Waste: Mechanical Properties and Sustainable Applications","type":"article-journal","volume":"17"},"uris":["http://www.mendeley.com/documents/?uuid=0b20b706-c2c1-3fc4-a323-dec9058f4e42"]}],"mendeley":{"formattedCitation":"(Jaramillo et al., 2025)","plainTextFormattedCitation":"(Jaramillo et al., 2025)","previouslyFormattedCitation":"(Jaramillo et al., 2025)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Jaramillo et al., 2025)Ceniza de paja y bagazoCocidoMejora de resistencia a compresión 19%, estabilidad dimensional mejorada10%–25%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"author":[{"dropping-particle":"","family":"Raut","given":"A.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Bhasker","given":"T","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Bhasker","given":"S.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Sreelatha","given":"D.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Ibrahim","given":"S. M.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Thriveni","given":"R","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"International Journal of Advance Research, Ideas and Innovations in Technology","id":"ITEM-1","issue":"2","issued":{"date-parts":[["2018"]]},"page":"1810-1817","title":" Experimental investigation on geopolymer brick by using fly ash and quarry dust","type":"article-journal","volume":"4"},"uris":["http://www.mendeley.com/documents/?uuid=5c6a6b14-6678-4e12-b28d-379f72d68585"]}],"mendeley":{"formattedCitation":"(Raut et al., 2018)","plainTextFormattedCitation":"(Raut et al., 2018)","previouslyFormattedCitation":"(Raut et al., 2018)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Raut et al., 2018)Ceniza volante + polvo de canteraLadrillo de geo polímeroCompresión: hasta 25.9 MPa (M1, 28 días); absorción de agua: 13% (M1) a 16% (M4); densidad: 1860–1610 kg/m³; porosidad: 21.7–23.85%FA: 60–75%Nota: FA: ceniza volante (fly ash). Los porcentajes corresponden a la proporción de ceniza utilizada en cada mezcla experimental.Caucho recicladoCuatro estudios evaluaron el caucho reciclado, fabricado principalmente con neumáticos fuera de uso. Para mejorar la absorción de impactos, la elasticidad y la adsorción acústica y térmica de los cauchos ecológicos, este material se incorpora en forma de partículas o fibras. Además, su inclusión responde a la necesidad de disminuir el impacto ambiental de los residuos de caucho, cuya degradación se considera lenta.Los resultados muestran una notable mejora de la ductilidad y la resistencia al impacto, sobre todo en los bloques de hormigón y ecobrick. Sin embargo, varios estudios sugieren que, si se aumenta la cantidad de caucho sin un agente estabilizador complementario, puede producirse una reducción del 15% en la resistencia a la compresión.Destaca el trabajo de Cumpa et al. (2023) que combinó caucho y PET reciclado para producir bloques de liviano con resistencia aceptable y buena integridad estructural. Por otro lado, los estudios de Surehali et al. (2023) y García-Troncoso et al. (2022) reportan comportamientos favorables del hormigón con contenidos de caucho que oscilan entre el 5% y el 15%. Tabla SEQ Tabla \* ARABIC 2 Estudios que emplean caucho reciclado como aditivo en ladrillos ecológicos.AutorAditivoTipo de ladrilloResultados clave% Aditivo en mezclaADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/SU151310060","ISSN":"2071-1050","abstract":"Worldwide, vast amounts of waste are produced every year and most waste is sent directly to landfills or burnt, which has severe and harmful impacts on the environment. Recycling waste materials is considered the most visible solution to protect the environment. Using scraps in concrete production is a proper method for getting rid of wastes, improving the characteristics of concrete, reducing the consumption of natural aggregates, and can be used as cementitious materials that decrease cement production so that the CO2 that is produced during cement manufacturing decreases. This review paper summarizes the use of recycled waste materials, including rubber tires, crushed glass, and crushed clay brick in concrete, as a fractional replacement of aggregates, cement, etc., to develop eco-friendly lightweight construction materials. It has been concluded that the dry density of sustainable concrete decreased to 4, 21.7, and 31.7% when crushed glass, clay brick, and rubber tire were incorporated into the concrete instead of traditional aggregate, respectively. Waste rubber has good results in sulfate, thermal, and impact resistance, while glass powder and finely crushed clay brick helped to improve mechanical properties by increasing reach by 33% for glass and a slight increase for crushed clay brick, as well as thermal resistance compared to normal concrete. Moreover, due to the low particle density of these waste materials compared to that of normal-weight aggregates, these materials can be utilized efficiently to produce lightweight concrete for structural and non-structural applications such as road engineering, flooring for mounting machinery, highway and rail crash barriers, permeable pavement, interlocking bricks, insulation, filling concrete, and bearing walls.","author":[{"dropping-particle":"","family":"Helmy","given":"Sherif H.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Tahwia","given":"Ahmed M.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Mahdy","given":"Mohamed G.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abd Elrahman","given":"Mohamed","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Abed","given":"Mohammed A.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Youssf","given":"Osama","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Sustainability 2023, Vol. 15, Page 10060","id":"ITEM-1","issue":"13","issued":{"date-parts":[["2023","6","25"]]},"page":"10060","publisher":"Multidisciplinary Digital Publishing Institute","title":"The Use of Recycled Tire Rubber, Crushed Glass, and Crushed Clay Brick in Lightweight Concrete Production: A Review","type":"article-journal","volume":"15"},"uris":["http://www.mendeley.com/documents/?uuid=6f0fce14-f178-3f80-ac0a-2f8eb7b62821"]}],"mendeley":{"formattedCitation":"(Helmy et al., 2023)","plainTextFormattedCitation":"(Helmy et al., 2023)","previouslyFormattedCitation":"(Helmy et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Helmy et al., 2023)Caucho, vidrio y arcilla recicladaConcreto ligeroReducción de peso 18%, incremento de porosidad superficial10%–20%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.1016/J.DIBE.2023.100171","ISSN":"2666-1659","abstract":"Although multiple studies have reviewed the mechanical, durability, and acoustic characteristics of rubberized concrete (RC) mixtures, very limited studies have focused on a comprehensive collation of literature pertaining to their environmental, economic, and field implementation aspects. Therefore, this paper presented the state-of-the-art pertinent to environmental and economic aspects, thermal savings in terms of energy and emissions, and field applications of RC mixtures. Further, none of the studies have systematically reviewed the literature specific to specialty RC mixtures (pervious concrete, self-compacting concrete, and roller-compacted concrete), which was thoroughly examined. The various rubber treatment methodologies to enhance rubber-cement interaction were underscored and the impact of rubber aggregates on mix properties was discussed. Importantly, this state-of-the-art review identified the scope for future advancements at environmental, economic, and technical levels, which is envisioned to advance the widespread implementation of RC and pave the way for creation of an eco-efficient built environment.","author":[{"dropping-particle":"","family":"Surehali","given":"Sahil","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Singh","given":"Avishreshth","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Biligiri","given":"Krishna Prapoorna","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Developments in the Built Environment","id":"ITEM-1","issued":{"date-parts":[["2023","4","1"]]},"page":"100171","publisher":"Elsevier","title":"A state-of-the-art review on recycling rubber in concrete: Sustainability aspects, specialty mixtures, and treatment methods","type":"article-journal","volume":"14"},"uris":["http://www.mendeley.com/documents/?uuid=af82857f-c92a-386c-b3e4-9fc8df8d6c5f"]}],"mendeley":{"formattedCitation":"(Surehali et al., 2023)","plainTextFormattedCitation":"(Surehali et al., 2023)","previouslyFormattedCitation":"(Surehali et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Surehali et al., 2023)Caucho recicladoHormigónDisminución del módulo elástico en 30%, aumento de deformabilidad5%–15%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3390/MA16010063","ISSN":"1996-1944","abstract":"Cement is one of the most valuable materials in today’s society, as it is used in most construction developments known to mankind. However, the energy intensive process and significant environmental impacts related to the production of Ordinary Portland Cement have shown the importance of searching for more sustainable materials. Concrete uses different aggregates added to the cement binder to lower, not only cost, but other factors like environmental burden, while maintaining good mechanical properties. This study analyzes the properties of fresh and hardened concrete incorporating recycled rubber to replace fine aggregate. Locally sourced 2 mm diameter rubber was incorporated in a regular strength concrete matrix into three different replacement levels, i.e., 3%, 5%, and 10%. Compression, tensile, flexural, and modulus of elasticity of hardened concrete were carried out in specimens aged 7, 14, and 28 days. In addition, non-destructive ultrasonic pulse velocity and rebound number tests were only performed on specimens aged 28 days. Once the tests were carried out, the fresh and hardened concrete properties were obtained. Similarly, the compressive and flexural strengths had the exact relationship between the values obtained. On the other hand, the modulus of elasticity tends to decrease due to the presence of the rubber. Consequently, it is recommended not to develop mix designs with more than 5% rubber because it is not meaningfully affected. The fine aggregate can be partially replaced by the rubber, keeping almost the same performance compared with sand-only counterparts. In addition, the life cycle assessment showed a reduction of up to 40% in the global warming potential. In fact, the 15% recycled rubber concrete mix has a climate change indicator of approximately 245 kg of CO2 eq.","author":[{"dropping-particle":"","family":"Garcia-Troncoso","given":"Natividad","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Acosta-Calderon","given":"Samantha","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Flores-Rada","given":"Jorge","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Baykara","given":"Haci","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Cornejo","given":"Mauricio H.","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Riofrio","given":"Ariel","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Vargas-Moreno","given":"Katherine","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Materials 2023, Vol. 16, Page 63","id":"ITEM-1","issue":"1","issued":{"date-parts":[["2022","12","21"]]},"page":"63","publisher":"Multidisciplinary Digital Publishing Institute","title":"Effects of Recycled Rubber Particles Incorporated as Partial Sand Replacement on Fresh and Hardened Properties of Cement-Based Concrete: Mechanical, Microstructural and Life Cycle Analyses","type":"article-journal","volume":"16"},"uris":["http://www.mendeley.com/documents/?uuid=639c0a7a-c49a-3ac7-b4d7-5eb5f2256ecc"]}],"mendeley":{"formattedCitation":"(Garcia-Troncoso et al., 2022)","plainTextFormattedCitation":"(Garcia-Troncoso et al., 2022)","previouslyFormattedCitation":"(Garcia-Troncoso et al., 2022)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Garcia-Troncoso et al., 2022)Caucho recicladoHormigónDisminución de resistencia a compresión 15%, aumento de resistencia a impacto5%–15%ADDIN CSL_CITATION {"citationItems":[{"id":"ITEM-1","itemData":{"DOI":"10.3303/CET23101034","ISBN":"979-12-81206-00-7","ISSN":"2283-9216","abstract":"According to the World Economic Forum, (2016) 95 % of the material value of plastic packaging is lost (80 to 120 billion dollars), with the global recycling rate being 14 %, then there is a problem of exorbitant dimensions, To such an extent that for the, by the year 2050, it is estimated that 99 % of seabirds will ingest this material, also in the ocean there will be more plastic than fish. One type of plastic waste is discarded tires after their useful life. The present investigation had the objective of manufacturing ecological bricks incorporating in its structure rubber (R) and Polyethylene terephthalate (PET) which are plastic components of used tires, to partially replace conventional aggregates in the manufacture of bricks. In the process, the specifications of these bricks are compared with the physical and mechanical characteristics indicated in standard E. 0.70 of the Ministry of Housing, Construction, and Sanitation (MVCS). Manufacturing was tested with doses of 12 %, 24 %, and 36 % of R and PET together with cement and silica in the mixture, obtaining average compressive strength mechanical values of 174.71 kg/cm 2 , 134.02 kg/cm 2 , and 71 kg/cm 2 for the indicated compositions, which classifies it as type V, type IV, and type III bricks respectively (NTP 399.604 and NTP 399.613). The most optimal dose was 12 % R and PET, 50 % cement, and 25 % silica, which corresponds to type V brick. This use of waste is done within the concept of circular economy in the life cycle of the materials.","author":[{"dropping-particle":"","family":"Cumpa","given":"Orrego Orrego","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Lizarzaburu","given":"Danny","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"D","given":"Jaqueline","non-dropping-particle":"","parse-names":false,"suffix":""},{"dropping-particle":"","family":"Benittes","given":"Elmer","non-dropping-particle":"","parse-names":false,"suffix":""}],"container-title":"Chemical Engineering Transactions","id":"ITEM-1","issued":{"date-parts":[["2023"]]},"page":"2023","title":"Recycling of Rubber and Polyethylene Terephthalate (PET) to Produce Ecological Bricks in Perù","type":"article-journal","volume":"101"},"uris":["http://www.mendeley.com/documents/?uuid=f564d744-f453-3ff1-bed1-1d2295e92c50"]}],"mendeley":{"formattedCitation":"(Cumpa et al., 2023)","plainTextFormattedCitation":"(Cumpa et al., 2023)","previouslyFormattedCitation":"(Cumpa et al., 2023)"},"properties":{"noteIndex":0},"schema":"https://github.com/citation-style-language/schema/raw/master/csl-citation.json"}(Cumpa et al., 2023)Caucho y PET recicladoEcobrick modularReducción de peso 30%, buena integridad para uso estructural15%–30%Nota: Los porcentajes de caucho reciclado fueron definidos según las condiciones de fabricación de cada estudio analizado.DISCUSIÓNEl análisis conjunto de los estudios revisados permite identificar tendencias claras en el comportamiento de los ladrillos ecológicos modificados con aditivos no convencionales. En términos generales, estos materiales contribuyen a mejorar propiedades específicas, sin embargo, su efectividad depende tanto del tipo de aditivos como de la proporción empleada y las condiciones de fabricación. Plásticos y caucho: aligeran, pero hay que tener cuidadoEl PET y el HDPE, que son plásticos reciclados, ayudaron a bajar bastante el peso de los ladrillos. En algunos casos hasta en un 40 %. Además, mejoraron cosas como la resistencia al agua y al calor. Pero cuando se usaron más del 30 %, bajó la resistencia a compresión. Lo mismo pasó con el caucho. Da flexibilidad y buena absorción de impacto, pero si se usa mucho, el ladrillo se vuelve débil. Lo ideal fue mezclar estos residuos con otros como vidrio o arcilla para que la mezcla quede más equilibrada.Fibras vegetales: mejoran la cohesión y la resistencia a tracciónLas fibras como la de coco, banano o sisal ayudaron a que los bloques resistan más la tracción y no se rompan tan fácil. También aportaron algo en la resistencia térmica y la flexión. Pero si se pone mucha fibra, el ladrillo queda poroso y pierde compacidad. Un resultado interesante fue cuando se usó fibra de coco junto con su ceniza. Esa mezcla reforzó bastante el ladrillo y duró más.Cenizas agroindustriales: buena resistencia y menos absorciónLas cenizas del bagazo, la paja o la cascarilla de arroz funcionaron bien como aditivos. Algunas mezclas llegaron a más de 25 MPa de resistencia, sobre todo en ladrillos tipo geopolímero. Estas cenizas actúan como relleno fino o como puzolana. Mejoran la mezcla y ayudan a que el ladrillo sea más denso. También aportan en sostenibilidad porque se aprovechan residuos agrícolas. El problema es que no todos los estudios calcinan igual ni analizan bien la composición de las cenizas, así que los resultados no siempre se repiten.Problemas comunes en los estudiosHay mucha diferencia entre los trabajos. Algunos usan mezclas distintas, otros aplican métodos diferentes o ni siquiera usan las mismas unidades. Eso hace difícil comparar o sacar una fórmula clara. Además, casi nadie analiza si el ladrillo resiste con el tiempo, ni si soporta cambios de clima o cuál es su impacto ambiental completo.Contradicciones en la investigación La evidencia sobre ladrillos ecológicos elaborados con materiales reciclados o alternativos no es uniforme. En propiedades mecánicas, varios estudios informan un aumento de la resistencia a compresión cuando se incorporan plásticos reciclados (PET/HDPE/PP) como fracción de agregado fino mediante compresión y fusión parcial; sin embargo, otros registran disminuciones cuando el polímero se usa por encima de un umbral de reemplazo, cuando no se logra compatibilidad o cuando la presión de compactación no es suficiente para consolidar. En absorción de agua sucede lo inverso, existe estudios que reportan menor absorción por formación de poros cerrados o sellados superficial con polímero, frente a otros que evidencian absorción más alta. Limitaciones en estudioDiversos estudios revisados presentan limitaciones que condicionan la aplicabilidad de los resultados. Por ejemplo, Sanou et al. (2024) reportaron absorciones extremadamente altas cuando la fibra de coco no recibió tratamiento, lo que restringe su uso en zonas húmedas. De manera similar, Vagestan et al. (2024) evidenciaron que al superar el 5% de ceniza de coco la resistencia disminuye notablemente, mostrando la sensibilidad a la dosificación. En el caso del caucho reciclado, Helmy et al. (2023) y García-Troncoso et al. (2022) señalaron reducciones en la resistencia a compresión, lo que limita su empleo estructural. Finalmente, Moujoud et al. (2023) y Ramesh Kumar & Kesavan (2020) advirtieron que un exceso de aditivo incrementa la porosidad y reduce la resistencia a tracción, evidenciando la necesidad de estandarizar tratamientos y proporciones. Qué se puede hacer a futuroPara avanzar en el desarrollo de ladrillos ecológicos, es fundamental realizar estudios que no solo experimenten con diferentes proporciones de aditivos no convencionales, sino que también exploren la combinación de estos en distintas mezclas. Evaluar rangos precisos, por ejemplo, entre 10% y 40% para plásticos reciclados, 0.5% a 3% para fibras vegetales y 5% a 20% para cenizas agroindustriales, permitirá identificar el equilibrio óptimo que maximice la resistencia, durabilidad y sostenibilidad del material. Además, combinar aditivos como fibras con cenizas o plásticos con fibras vegetales puede generar efectos sinérgicos que mejoran simultáneamente propiedades como la tenacidad, la resistencia a la tracción, la reducción de porosidad y el comportamiento térmico del ladrillo.Estos enfoques combinados deben estar respaldados por análisis estadísticos y modelaciones predictivas, incluyendo simulaciones e inteligencia artificial, para acelerar la identificación de proporciones eficientes sin tanto ensayo y error. Así, las futuras investigaciones podrán profundizar en la interacción entre diferentes tipos y cantidades de aditivos, estandarizando resultados y promoviendo una producción ecológica realmente optimizada.Normativa Vigente Actualmente, no existen normativas específicas que regulen el uso de aditivos no convencionales en ladrillos ecológicos, lo que dificulta su certificación y estandarización. Las regulaciones actuales solo consideran materiales tradicionales y no contemplan las características de plásticos, fibras o cenizas usadas como aditivos. Se necesita urgentemente una actualización que integre criterios normativos técnicos y ambientales para apoyar la aceptación y uso seguro de estos materiales. Además, normas homogéneas a nivel internacional favorecerían la investigación y el desarrollo tecnológico, promoviendo una construcción sostenible basada en la economía circular.CONCLUSIONESEl presente estudio permitió evidenciar que el uso de aditivos no convencionales en ladrillos ecológicos constituye una alternativa viable para mejorar sus propiedades físicas y mecánicas, así como para reducir el impacto ambiental asociado a los materiales tradicionales. Los resultados muestran que los plásticos reciclados y el caucho contribuyen significativamente a la reducción de densidad y absorción de agua, aunque su uso en proporciones elevadas puede afectar negativamente la resistencia a compresión. Por su parte, las fibras vegetales, especialmente la fibra de coco, mejoran la cohesión interna y la resistencia a tracción, siendo más efectivas en bajas proporciones. Asimismo, las cenizas agroindustriales presentan un comportamiento favorable como material puzolánico, incrementando la resistencia y mejorando la estabilidad del ladrillo. No obstante, la variabilidad en los métodos de preparación limita la comparabilidad de resultados.Finalmente, se concluye que la combinación de diferentes tipos de aditivos representa una línea prometedora para el desarrollo de materiales más eficientes y sostenibles. Sin embargo, es necesario avanzar hacia la estandarización de metodologías y establecer normativas específicas que permiten validar su uso a nivel técnico e industrial. REFERENCIAS BIBLIOGRÁFICAS ADDIN Mendeley Bibliography CSL_BIBLIOGRAPHY Abdullah, A. C., & Lee, C. C. (2017). Effect of Treatments on Properties of Cement-fiber Bricks Utilizing Rice Husk, Corncob and Coconut Coir. Procedia Engineering, 180, 1266–1273. https://doi.org/10.1016/J.PROENG.2017.04.288Acamma, S., & Baisakhi D. (2023). Bricks Made Out of Plastic. www.ijfmr.comAhmad, J., Majdi, A., Al-Fakih, A., Deifalla, A. F., Althoey, F., El Ouni, M. H., & El-Shorbagy, M. A. (2022). Mechanical and Durability Performance of Coconut Fiber Reinforced Concrete: A State-of-the-Art Review. Materials 2022, Vol. 15, Page 3601, 15(10), 3601. https://doi.org/10.3390/MA15103601Amjad, M. S., & Diaz-Elsayed, N. (2024). Evaluating the environmental impacts of brick production from waste plastic. 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Email: 2020100643@ucss.pe, 2021102335@ucss.pe, mlaurencio@ucss.edu.pe Bustamante et al.19051206500Influencia de aditivos no convencionales en las propiedades físicas y mecánicas de ladrillos ecológicos1905444500PAGE \* MERGEFORMAT2PAGE \* MERGEFORMAT2Recibido: 29/01/2026Aceptado: 08/06/2026https://revistas.unj.edu.pe/index.php/pakamuros PAGE1iVBORw0KGgoAAAANSUhEUgAAAgsAAABPCAYAAABlCYadAAAAAXNSR0IArs4c6QAAAARnQU1BAACx jwv8YQUAAAAJcEhZcwAAIdUAACHVAQSctJ0AACP9SURBVHhe7Z13vJTVmcdjYtRYEltimpoYV5OY vtndfLKuSTab3U/KFjcNDaIBxUas2KJItxCqiFIURBFBEFCUjjRpAgIiIEVBvKj03jGz88zcZ+7z nvmd8vYhe/74fuadp/yeM/fOnfvM+573nI985Pd3Fzwej8fj8Xi0QKPH4/F4PB4PA40ej8fj8Xg8 DDR6PB6Px+PxMNDo8Xg8Ho/Hw0Cjx+PxeDweDwONnlT561//WgWK83g8Ho+nJoBGT6r4ZsHj8RyJ /LrL086fXzPfXBvwqTm/evDJim/yktUB3/Y9+6ry+Dnbnp+3LGBDcC7x8htvQTvB9n6T50F759Ez oF1FF7Np5+6Kfem7GwI+Qs2ZteKdiq1R9yGB2NyARk+q8JtAguI8Ho+nluBmAflUZLPQov/oQN7+ g4cCz+n4n+5+tHR84uXtSs9Pv/K+io/Yd+BAIN7WLHzrtodKccc3aVP4xQMDS8fsY01G2i/t+Wzh 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