Technical Notes
Jul 13, 2016

Evaluation of Performance Characteristics of Stone Mastic Asphalt Incorporating Industrial Waste

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 12

Abstract

Among the numerous advantages of stone mastic asphalt (SMA) is its ability to provide durable surfacing, as well as its high resistance to rutting due to heavy axle loads. The level of research on the utilization of waste and by-products in the construction of SMA is still low, especially in developing countries. To address this gap, this study evaluated the performance characteristics of SMA incorporating electric arc furnace (EAF) steel slag and copper mine tailings (CMT). Mix 1 consisted of 100% granite; Mix 2 was 80% granite, 20% CMT; Mix 3 consisted of 80% EAF steel slag and 20% CMT; and Mix 4 was 40% EAF steel slag, 40% granite, and 20% CMT. The moisture susceptibility of the mixes was within the allowable limits and the mixture prepared with PG 76-22 is more susceptible to water damage. The resilient modulus of ethylene-vinyl acetate (EVA)–modified 80/100 mixes is also greater than PG 76-22 mixtures at both temperatures of 25°C and 40°C for the unaged and aged samples. The obtained results show that the mix containing EAF steel slag and CMT exhibited superior performance to the control mix sample. In conclusion, incorporating EAF steel slag and CMT into the SMA mixture has significantly improved the SMA performance characteristics and simultaneously increased the rutting susceptibility of the mixture.

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Acknowledgments

The authors are grateful to Malaysia Marine and Heavy Engineering; Antara Steel, Malaysia; and Shell Singapore for providing CMT, EAF steel slag, and bitumen, respectively.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 12December 2016

History

Received: Sep 18, 2015
Accepted: Jan 14, 2016
Published online: Jul 13, 2016
Published in print: Dec 1, 2016
Discussion open until: Dec 13, 2016

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Authors

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Ebenezer Akin Oluwasola [email protected]
Ph.D. Research Student, Dept. of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, UTM Skudai, Johor Bahru 81310, Malaysia (corresponding author). E-mail: [email protected]
Mohd Rosli Hainin [email protected]
Professor, Dept. of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, UTM Skudai, Johor Bahru 81310, Malaysia. E-mail: [email protected]

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