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dc.contributor Romero Salazar, Lorena
dc.contributor Mayorga Rojas, Miguel
dc.contributor Arteaga Arcos, Juan Carlos
dc.contributor.author García Aldama, Ester
dc.date.accessioned 2019-03-25T15:56:41Z
dc.date.available 2019-03-25T15:56:41Z
dc.date.issued 2018-10-19
dc.identifier.issn 0950-0618
dc.identifier.uri http://hdl.handle.net/20.500.11799/99776
dc.description Over the years, the industry has evolved, not only satisfying their needs but also meeting customer requirements. This has been done bearing in mind not only local and global conditions, but also geographical and environmental adaptations, as well as the use of new technologies. The construction industry has evolved since the first civilizations using rustic building materials such as piled stones, solid clay and straw bricks. Later, with the use of volcanic sand and lime, a mixture similar to mortar was obtained. In addition, later, with the use of sands with a high content of silica, gypsum appeared and, together with limestone, it became the manufacture of Portland cement in the 1920’s. This material is used in the development of civil engineering, through its generic applications such as structures, foundations and water infrastructure for: roads, ports, airports, sewers, among others. It is also used for masonry mortars, in the management of radioactive waste [25], and as a filling material in forms and prefabricated products (panels, walls, ceilings, reeds). Its characteristics as: versatility, resistance, durability, handling, resistance to fire and cost make cement a material that cannot be easily replaced. Therefore, the modifications in its chemical composition, through the addition or substitution of pozzolanic ashes and additives; or the reinforcement of the cement matrix with residual materials from other industries, has enormous implications for the final product. es
dc.description.abstract In this research we propose a method to include coconut fibres as by-products from agroindustry, as a sustainable application to reinforce cement paste and mortars, considering workability as a relevant indicator to obtain the best geometrical and percentage configurations. In agreement other publications, we show that mechanical properties such as compressive strength are not compromised with the addition of the fibres. es
dc.language.iso spa es
dc.publisher Universidad Autónoma del Estado de México es
dc.rights embargoedAccess es
dc.rights https://creativecommons.org/licenses/by-nc-sa/4.0/ es
dc.rights embargoedAccess es
dc.rights https://creativecommons.org/licenses/by-nc-sa/4.0/ es
dc.subject Desempeño térmico es
dc.subject Concreto hidráulico es
dc.subject Fibras naturales es
dc.subject Reología es
dc.subject rheological behaviour es
dc.subject compressive strength es
dc.subject cement paste es
dc.subject Natural fibres es
dc.title Desempeño térmico de concreto hidráulico adicionado con fibras naturales es
dc.type Tesis de Maestría es
dc.provenance Científica es
dc.road Verde es
dc.organismo Ciencias es
dc.ambito Internacional es
dc.cve.CenCos 21901 es
dc.cve.progEstudios 6050 es
dc.modalidad Artículo especializado para publicar en revista indizada es


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  • Título
  • Desempeño térmico de concreto hidráulico adicionado con fibras naturales
  • Autor
  • García Aldama, Ester
  • Director(es) de tesis, compilador(es) o coordinador(es)
  • Romero Salazar, Lorena
  • Mayorga Rojas, Miguel
  • Arteaga Arcos, Juan Carlos
  • Fecha de publicación
  • 2018-10-19
  • Editor
  • Universidad Autónoma del Estado de México
  • Tipo de documento
  • Tesis de Maestría
  • Palabras clave
  • Desempeño térmico
  • Concreto hidráulico
  • Fibras naturales
  • Reología
  • rheological behaviour
  • compressive strength
  • cement paste
  • Natural fibres
  • Los documentos depositados en el Repositorio Institucional de la Universidad Autónoma del Estado de México se encuentran a disposición en Acceso Abierto bajo la licencia Creative Commons: Atribución-NoComercial-SinDerivar 4.0 Internacional (CC BY-NC-ND 4.0)

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