Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate
The objective of this research is to determine the influence of slag as a global aggregate on compressive strength, bending and workability for a concrete f'c=20594 kPa. Steel slag was used in 10%, 15% and 20% as fine aggregate, in this way an alternative for the use of recycled materials is sh...
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Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil
2022
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| ऑनलाइन पहुंच: | https://revistas.uclave.org/index.php/gt/article/view/3714 |
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oai:ojs2.revistas.uclave.org:article-37142022-02-10T19:54:25Z Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate Análisis comparativo de la resistencia a la compresión, flexión y trabajabilidad del concreto tradicional versus un concreto utilizando escoria de acero como agregado fino Camarena Flores, Armando Díaz Garamendi, David escoria de acero resistencia a la comprensión flexión y trabajabilidad steel slag compressive strength bending and workability The objective of this research is to determine the influence of slag as a global aggregate on compressive strength, bending and workability for a concrete f'c=20594 kPa. Steel slag was used in 10%, 15% and 20% as fine aggregate, in this way an alternative for the use of recycled materials is shown, in order to create an efficient and economical concrete, as well as friendly with the environment, where there is a large amount of steel slag, coming from workshops and companies dedicated to metal structures. This is due to the fact that they use steel welding, in order to minimize environmental contamination, since it would be shown that the steel slag would have a good behavior for the development of an experimental concrete. The method used is quantitative, using data observation panels as a data collection tool, they use inferential statistics of the data obtained to demonstrate hypotheses. It was concluded that the breakage, wear and elasticity tests carried out at 7, 14 and 28 days provided the optimal design to use 10% for the use of recycled steel slag in the three pre-established objectives La presente investigación tiene como objetivo determinar la influencia de la escoria como agregado global en la resistencia a la compresión, flexión y trabajabilidad para un concreto f´c=20594 kPa. Se utilizó la escoria de acero en 10%, 15% y 20% como agregado fino, de esta manera se muestra una alternativa para el uso de materiales reciclados, con el fin de crear un concreto eficiente y económico, así como también amigable con el medio ambiente, donde hay mucha cantidad de escoria de acero, proveniente de talleres y empresas dedicadas a las estructuras metálicas. Esto debido a que utilizan soldadura de acero, con el fin de minimizar la contaminación ambiental, dado que se demostraría que la escoria de acero tendría un buen comportamiento para el desarrollo de un concreto experimental. El método empleado es cuantitativo utilizando como herramienta de recolección de datos paneles de observación de datos, utilizan estadísticas inferenciales de los datos obtenidos para demostrar hipótesis. Se concluyó que las pruebas de rotura, desgaste y elasticidad realizadas a los 7, 14 y 28 días proporcionaron el diseño óptimo a usar el 10% para el uso de escoria de acero reciclada en los tres objetivos preestablecidos Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil 2022-01-26 info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion Artículo científico de investigación original application/pdf https://revistas.uclave.org/index.php/gt/article/view/3714 10.51372/gacetatecnica231.3 Gaceta Técnica; Vol. 23 No. 1 (2022): January-June; 20-34 Gaceta Técnica; Vol. 23 Núm. 1 (2022): Enero-junio; 20-34 Gaceta Técnica; v. 23 n. 1 (2022): January-June; 20-34 2477-9539 spa https://revistas.uclave.org/index.php/gt/article/view/3714/2393 https://revistas.uclave.org/index.php/gt/article/view/3714/2394 https://revistas.uclave.org/index.php/gt/article/view/3714/2395 Copyright (c) 2022 Armando Camarena Flores, David Díaz Garamendi https://creativecommons.org/licenses/by-nc-sa/4.0 |
| institution |
Universidad Centroccidental Lisandro Alvarado |
| collection |
OJS |
| language |
spa |
| format |
Online |
| author |
Camarena Flores, Armando Díaz Garamendi, David |
| spellingShingle |
Camarena Flores, Armando Díaz Garamendi, David Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| author_facet |
Camarena Flores, Armando Díaz Garamendi, David |
| author_sort |
Camarena Flores, Armando |
| title |
Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| title_short |
Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| title_full |
Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| title_fullStr |
Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| title_full_unstemmed |
Comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| title_sort |
comparative analysis of the strength to compression, flexure and workability of traditional concrete versus a concrete using steel slag as fine aggregate |
| description |
The objective of this research is to determine the influence of slag as a global aggregate on compressive strength, bending and workability for a concrete f'c=20594 kPa. Steel slag was used in 10%, 15% and 20% as fine aggregate, in this way an alternative for the use of recycled materials is shown, in order to create an efficient and economical concrete, as well as friendly with the environment, where there is a large amount of steel slag, coming from workshops and companies dedicated to metal structures. This is due to the fact that they use steel welding, in order to minimize environmental contamination, since it would be shown that the steel slag would have a good behavior for the development of an experimental concrete. The method used is quantitative, using data observation panels as a data collection tool, they use inferential statistics of the data obtained to demonstrate hypotheses. It was concluded that the breakage, wear and elasticity tests carried out at 7, 14 and 28 days provided the optimal design to use 10% for the use of recycled steel slag in the three pre-established objectives |
| publisher |
Universidad Centroccidental Lisandro Alvarado - Decanato de Ingeniería Civil |
| publishDate |
2022 |
| url |
https://revistas.uclave.org/index.php/gt/article/view/3714 |
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