Technical Papers
Feb 25, 2015

Engineering and Environmental Assessment of Recycled Construction and Demolition Materials Used with Geotextile for Permeable Pavements

Publication: Journal of Environmental Engineering
Volume 141, Issue 9

Abstract

This paper describes laboratory testing to investigate the suitability of recycled construction and demolition (C&D) materials as alternative subbase materials for permeable pavements. Permeable pavements are increasingly being used as urban stormwater management systems. Three commonly found recycled C&D waste materials, crushed brick (CB), recycled concrete aggregate (RCA), and reclaimed asphalt pavement (RAP), were investigated to assess their suitability as permeable pavement subbase materials. Geotextile was also used in this research to trap pollutants. The laboratory tests included basic physical characterization such as particle size distribution, specific gravity, water absorption, Los Angeles abrasion, California Bearing Ratio (CBR), and modified Proctor compaction tests. In addition, hydraulic conductivity tests were undertaken in a laboratory test setup with different influent suspension percentages and moisture contents. Temporal variations of effluent suspension percentages were investigated to assess clogging effects. It was found that the geotextile layer did not have any effect in terms of permeability of the C&D materials. The chemical assessment included organic content, pH value, trace element, and leachate concentration for a range of contaminant constituents and compared with maximum allowable limits in soil and natural water as well as with the environmental protection authorities’ requirements. In terms of geotechnical and chemical assessment for permeable pavement applications, RCA was found to be a suitable alternative construction material for permeable pavements, while CB was borderline and RAP did not meet some of the specified requirements.

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Acknowledgments

This research was supported under Australian Research Council’s Linkage Projects funding scheme (project number LP120100107). The last author acknowledges the Thailand Research Fund under the TRF Senior Research Scholar program Grant No. RTA5680002, Suranaree University of Technology, and the Office of Higher Education Commission under NRU project of Thailand.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 141Issue 9September 2015

History

Received: Aug 1, 2013
Accepted: Dec 11, 2014
Published online: Feb 25, 2015
Discussion open until: Jul 25, 2015
Published in print: Sep 1, 2015

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Authors

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Md A. Rahman [email protected]
Ph.D. Student, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Monzur A. Imteaz [email protected]
Associate Professor, Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia (corresponding author). E-mail: [email protected]
Arul Arulrajah [email protected]
Professor, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Mahdi M. Disfani [email protected]
Lecturer, Dept. of Civil and Construction Engineering, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia. E-mail: [email protected]
Suksun Horpibulsuk
Professor, Suranaree Univ. of Technology, Thailand; and CSI Distinguished Geotechnical Fellow, Swinburne Univ. of Technology, P.O. Box 218, Hawthorn, VIC 3122, Australia.

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