Laboratory study of mixture proportioning for pervious concrete pavement

Authors

  • Javier Castro Purdue University (Estados Unidos)
  • Hernán de Solminihac Pontificia Universidad Católica de Chile
  • Carlos Videla Pontificia Universidad Católica de Chile
  • Bonifacio Fernández Pontificia Universidad Católica de Chile

DOI:

https://doi.org/10.4067/S0718-50732009000300005

Keywords:

Porous concrete, pervious pavement, infiltration

Abstract

The present research shows the results of an equation that allows to dose pervious concrete in function of water to cement ratio and the required interconnected void content in hardened concrete. Eighteen different mixtures - with w/c ratio between 0.29 and 0.41- were analyzed using this equation. The samples were made in the laboratory and compacted with a heavy roller simulating site conditions. The results allow a good characterization of these mixtures both mechanical and hydraulic behavior. Relationships between void contents, infiltration rate and flexural strength were found.

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Published

2009-12-31

How to Cite

Castro, J., de Solminihac, H., Videla, C., & Fernández, B. (2009). Laboratory study of mixture proportioning for pervious concrete pavement. Revista Ingeniería De Construcción, 24(3), 271–284. https://doi.org/10.4067/S0718-50732009000300005

Issue

Section

Original Research

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