This research study focused on the influence of grading coarse recycled concrete aggregates (RCAs) on the properties of pervious concrete. Five pervious concrete mixes were prepared using 100% RCAs. The size of the aggregates was categorised into two different groups of size 4.75–10 mm and 10–12.5 mm, varying the proportions from 0 to 100%. The pervious concrete specimens were tested for compressive, splitting tensile and flexural strengths along with ultrasonic pulse velocity. The porosity, permeability and density of the pervious concretes were also measured. A significant enhancement in strength properties was noticed after increasing the percentage of smaller-sized aggregates. Mixes containing 75% smaller aggregates showed an enhancement of 71.5% in compressive strength over mixes containing 100% of larger aggregate. Properties such as permeability, porosity and density were also enhanced due to an increase in smaller aggregate content. A mix with 75% smaller-sized aggregates was found to be the optimum among those tested in the study as it displayed improved results in terms of porosity, permeability, density and strength.
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18 September 2023
Research Article|
August 06 2020
Influence of grading recycled concrete aggregates on the properties of pervious concrete Available to Purchase
D. Singh, MTech;
D. Singh, MTech
Research Scholar, Department of Civil Engineering, Dr B R Ambedkar National Institute of Technology, Jalandhar, India
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S. P. Singh, PhD
S. P. Singh, PhD
Professor, Department of Civil Engineering, Dr B R Ambedkar National Institute of Technology, Jalandhar, India (corresponding author: spsingh@nitj.ac.in)
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Publisher: Emerald Publishing
Received:
April 27 2020
Accepted:
August 04 2020
Online ISSN: 1747-6518
Print ISSN: 1747-650X
Emerald Publishing Limited: All rights reserved
2020
Proceedings of the Institution of Civil Engineers - Construction Materials (2023) 176 (5): 198–209.
Article history
Received:
April 27 2020
Accepted:
August 04 2020
Citation
Singh D, Singh SP (2023), "Influence of grading recycled concrete aggregates on the properties of pervious concrete". Proceedings of the Institution of Civil Engineers - Construction Materials, Vol. 176 No. 5 pp. 198–209, doi: https://doi.org/10.1680/jcoma.20.00046
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