The vertical porosity profile of pervious concrete (PC) is dictated by various mix design parameters, including aggregate/cement (a/c) ratio, compaction type and effort. In the presented work, an attempt was made to reveal the profound impacts of these parameters on porosity and strength. Vertical profile analysis using image processing techniques revealed that a zone approximately 10–15 mm thick with high porosity was observed at the top and bottom ends of a cylindrical PC core (13–20% of total PC thickness in total). Total porosities in that zone were 20–42% and 35–60% for lower and higher a/c ratios, respectively. The middle span of 120–130 mm of the vertical profile showed porosity variations of 5–15% and 30–45% for low and high a/c ratios, respectively. Overall, the a/c ratio and compaction effort manifested a profound impact on the vertical porosity profile. Compaction types showed trivial impact on porosity and compressive strength properties of PC for a/c ratios from 3.0 to 5.0. The authors recommend that the findings of this study would help to obtain the required porosity profile in PC without compromising strength characteristics.
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April 2023
Research Article|
October 24 2022
Effects of parameters on vertical porosity distribution in pervious concrete
Arulanantham Anburuvel;
Arulanantham Anburuvel
Senior Lecturer, Department of Civil Engineering, University of Jaffna, Ariviyal Nagar, Killinochchi, Sri Lanka (corresponding author: aanbu007@eng.jfn.ac.lk)
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Daniel Niruban Subramaniam
Daniel Niruban Subramaniam
Senior Lecturer, Department of Civil Engineering, University of Jaffna, Ariviyal Nagar, Killinochchi, Sri Lanka
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Publisher: Emerald Publishing
Received:
October 20 2021
Accepted:
September 05 2022
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2022
Magazine of Concrete Research (2023) 75 (7): 367–378.
Article history
Received:
October 20 2021
Accepted:
September 05 2022
Citation
Anburuvel A, Subramaniam DN (2023), "Effects of parameters on vertical porosity distribution in pervious concrete". Magazine of Concrete Research, Vol. 75 No. 7 pp. 367–378, doi: https://doi.org/10.1680/jmacr.21.00275
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