CHARACTERISTICS OF TWO CRUSHED COARSE AGGREGATES THAT INFLUENCE THE POROSITY OF CONCRETE
Keywords:
Coarse aggregate, characterization, porosityAbstract
Coarse aggregates have their own characteristics and the behavior of the concrete depends on this, both in terms of its physical-mechanical properties and its performance in the fresh or hardened state. In order to determine the characteristics of the coarse aggregate, this research aims to analyze the influence of the amount of water added to the concrete, according to the established standard; and in turn, how this influences the porosity of the concrete of 210 Kg/cm2. Therefore, to achieve this objective, a quantitative methodology based on an experimental design was used. The coarse aggregate samples that came from two quarries located in different provinces, one in Santo Domingo de los Tsáchilas and the other in Manabí. The tests were carried out in accordance with ASTM C39 on a total of 48 specimens. The method developed by Göran Fagerlund was used to determine the capillary porosity of the concrete. The results showed that the coarse aggregates from both quarries reached values below 10%, within the percentage of effective capillary porosity. Since the size of the coarse aggregate is one of the most important characteristics in the composition of the concrete. It is therefore important that the concrete has a good durability based on the effective capillary porosity.
Keywords: Coarse aggregate, characterization, porosity.
Downloads
References
Aguilar, L., Loria, D., & Kauil, S. (2019). Caracterización de agregados calizos
para la elaboración de concreto en Valladolid, Yucatán. Revista AvaCient, VII (2), 115-123. ISSN 2594-018X. Recuperado de: http://www.itchetumal.edu.mx/images/2019/12DICIEMBRE/AVACIENT/2/12.pdf
Arteaga, D. M., & Patiño, C. A. (2018). Análisis de contenidos de vacíos para
el diseño de mezclas del concreto permeable con aditivo sikacem en pavimentos de Lima, 2018. Universidad Cesar Vallejo, Lima
ASTM C 39/C 39M: The American Society for Testing Materials, Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
ASTM C 1585- 04: The American Society for Testing Materials, Método de ensayo normalizado para medir el ritmo de absorción de agua de los hormigones de cemento hidráulico
Guerra Mera, J. C., Howland Albear, J. J., & Castañeda Valdés, A. (2018). Primeras experiencias en el desempeño por durabilidad de un hormigón antes de usarlo en el perfil costero de Manabí, Ecuador. Revista CENIC Ciencias Químicas, 48(1), 27-40. Recuperado a partir de https://revista.cnic.edu.cu/index.php/RevQuim/article/view/122
Guerra-Mera, J. C., Puig-Martínez, R., Castañeda-Valdés, A., & Baque-Campozano, B. P. (2023). Estado del arte sobre durabilidad de estructuras de hormigón armado en perfiles costeros. Revista Científica INGENIAR: Ingeniería, Tecnología E Investigación. ISSN: 2737-6249., 6(11), 2-20. https://doi.org/10.46296/ig.v6i11.0080
Hernández, E. (2017). Construcción durable-Una visión de futuro para
Nicaragua. Arquitectura +, 2(4), 8-12. https://doi.org/10.5377/arquitectura.v2i4.9139
Hernández, E. (2021). Efecto del agregado grueso triturado en las propiedades del concreto. Nexo, 34(5), 55-63. https://doi.org/10.5377/nexo.v34i05.13109.
Solís, R. & Moreno, E. (2006). Análisis de la porosidad del concreto con
agregado calizo. Revista de la Facultad de Ingeniería, Universidad Central de Venezuela, 21 (3), 58-68. Recuperado de: http://www.scielo.org.ve/scielo.php?script=sci_arttext&pid=S0798-40652006000300004
Published
How to Cite
Issue
Section
License
Copyright (c) 2023 Scientific Journal INGENIAR: Engineering, Technology and Research

This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.












