Contribution to the development of design method for pervious concrete based on performance

Authors

  • Ricardo Pieralisi Universidade Federal do Paraná (UFPR), Paraná
  • Gersson F. B. Sandoval Universidade Estadual de Londrina (UEL), Paraná
  • Luiz Segura-Castillo Universidad de la República (UdelaR)
  • Medhelin N. C. Barbosa Universidade Federal do Paraná (UFPR), Paraná
  • Stéphany T. Assunção Universidade Federal do Paraná (UFPR), Paraná

DOI:

https://doi.org/10.47842/juts.v3i1.19

Keywords:

Pervious concrete, Design method, Paste volume, Performance

Abstract

Currently, there is no consolidated methodology that allows the determination of material consumption to obtain the mechanical and hydraulic properties of pervious concrete, which limits the application of this concrete in civil construction. In addition, the most used methodologies for designing pervious concrete are based on testing and repetition of experiments. The purpose of this paper is to contribute to the development of a simple, versatile design method based on the performance (final properties) of pervious concrete. To do so, an experimental program was carried out focusing on studying the influence of the paste volume on the final properties (porosity, density, ultrasound propagation velocity, permeability and compressive strength) of pervious concrete. The results showed statistically significant differences in all final properties, except the ultrasound propagation velocity, among compositions with different paste volumes. The study confirms the possibility of using a simple experimental methodology to design pervious concrete.

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Published

2020-12-01

How to Cite

PIERALISI, R. .; SANDOVAL, G. F. B. .; SEGURA-CASTILLO, L. .; BARBOSA, M. N. C. .; ASSUNÇÃO, S. T. . Contribution to the development of design method for pervious concrete based on performance. Journal of Urban Technology and Sustainability, [S. l.], v. 3, n. 1, p. 18–27, 2020. DOI: 10.47842/juts.v3i1.19. Disponível em: https://journaluts.emnuvens.com.br/journaluts/article/view/19. Acesso em: 21 nov. 2024.