EFFECT OF MOISTURE DAMAGE ON GAP-GRADED ASPHALT MIXTURE INCORPORATING ELECTRIC ARC FURNACE STEEL SLAG AND COPPER MINE TAILINGS

Authors

  • Mohd Rosli Hainin Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Ebenezer Akin Oluwasola Department of Civil Engineering, Federal Polytechnic, Ede, Nigeria
  • Md. Maniruzzaman A. Aziz Department of Geotechnics and Transportation, Faculty of Civil Engineering, Universiti Teknologi Malaysia, 81310 UTM Johor Bahru, Johor, Malaysia
  • Suleiman Arafat Yeroc Department of Civil Engineering, Abubakar Tafawa Balewa University, Bauchi, Nigeria

DOI:

https://doi.org/10.11113/jt.v78.9468

Keywords:

Sustainable technology, copper mine tailings, EAF steel slag, retained strength, durability index

Abstract

Water damage is a vital factor affecting the durability of gap-graded asphalt. There is an urgent need for a pragmatic and reasonable test to evaluate this parameter. Previous research has proposed that tensile strength ratio is a promising test for this application. Therefore, the aim of this paper is to evaluate the effect of moisture damage on gap-graded asphalt mixture incorporating electric arc furnace (EAF) steel slag and copper mine tailings (CMT). Four material mixtures of eight mix designs were investigated. Each mix was conditioned in water for 24-hour and 48-hour before testing. The study adopted retained strength index (RSI), durability index (DI) and tensile strength ratio (TSR) to describe the durability of gap-graded asphalt incorporating EAF steel slag and copper mine tailings. The results reveal that all the mixes fulfill the prescribed criteria. Also, there is a strong correlation between the retained strength index and the durability index with a strong coefficient of determination, R2 of 0.9543. The results of the study further showed that gap-graded asphalt mixture incorporating EAF steel slag and copper mine tailings did not seem to pose any problem.

References

Hill, A. R., Dawson, A. R. and Mundy, M. 2001. Utilisation of Aggregate Materials In Road Construction And Bulk Fill. Resources, Conservation and Recycling. 32: 305-320.

Sherwood, P. T.1995. Alternative Materials In Road Construction.Thomas Telford Ltd.

Shen, D. H., Wu, C. M. and Du, J. C. 2008. Performance Evaluation Of Porous Asphalt With Granulated Synthetic Lightweight Aggregate. Construction and Building Materials. 22: 902-910.

Ahmedzade, P. and Sengoz, B. 2009. Evaluation of Steel Slag Coarse Aggregate In Hot Mix Asphalt Concrete. Journal of Hazardous Materials. 165: 300-305.

Copeland, A. 201. Reclaimed Asphalt Pavement In Asphalt Mixtures: State Of The Practice (No. FHWA-HRT-11-021).

Silva, H. M., Oliveira, J. R. and Jesus, C. M. 2012. Are Totally Recycled Hot Mix Asphalts A Sustainable Alternative For Road Paving. Resources, Conservation and Recycling. 60: 38-48.

Oluwasola, E. A., Hainin, M. R., Aziz, M. M. A., Yaacob, H. and Warid, M. N. M. 2014. Potentials of Steel Slag And Copper Mine Tailings As Construction Materials. Materials Research Innovations. 18(S6): 250-254.

Abreu, L. P., Oliveira, J. R., Silva, H. M. and Fonseca, P. V. 2015. Recycled Asphalt Mixtures Produced With High Percentage Of Different Waste Materials. Construction and Building Materials. 84: 230-238. [9] Gómez-Meijide, B., Pérez, I. and Pasandín, A. R. 2015. Recycled Construction And Demolition Waste In Cold Asphalt Mixtures: Evolutionary Properties. Journal of Cleaner Production.Volume 112, Part 1: 588-598.

Ali, N. 2013. The Experimental Study on the Resistance of Asphalt Concrete with Butonic Bitumen against Water Saturation. [11] Behiry, A. E. A. E. M. 2013. Laboratory Evaluation Of Resistance To Moisture Damage In Asphalt Mixtures. Ain Shams Engineering Journal. 4: 351-363.

Gorkem, C. and Sengoz, B. 2009. Predicting Stripping And Moisture Induced Damage Of Asphalt Concrete Prepared With Polymer Modified Bitumen And Hydrated Lime. Construction and Building Materials. 23: 2227-2236. [13] Kakar, M. R., Hamzah, M. O. and Valentin, J. 2015. A Review On Moisture Damages Of Hot And Warm Mix Asphalt And Related Investigations. Journal of Cleaner Production. 99: 39-58. [14] Varveri, A., Zhu, J. and Kringos, N. 2015. Moisture Damage In Asphaltic Mixtures. [15] American Society for Testing Materials. 2013. ASTM D5581. Standard Test Method for Marshall Stability and Flow Bituminous Mixtures. Philadephia U.S.: ASTM International. [16] JabatanKerja Raya Malaysia. Standard Specification for Road Works, Section 4: Flexible Pavement. No.JKR/SPJ/2008. S4: S4-58-S4-69.

American Association of State Highway and Transportation Officials. 2007. AASHTO T 283. Standard Method For Test For Resistance Of Compacted Asphalt Mixtures To Moisture-Induced Damage.

Oluwasola, E. A., Hainin, M. R. and Aziz, M. M. A. 2015. Evaluation of Asphalt Mixtures Incorporating Electric Arc Furnace Steel Slag And Copper Mine Tailings For Road Construction. Transportation Geotechnics. 2: 47-55.

Oluwasola, E.A., Hainin,M.R. and M. M. A.2014. Characteristics and Utilization of Steel Slag in Road Construction, Jurnal Teknologi, 70(7): 117-123.

Hainin, M.R., Matori, M.Y and Oluwasola, E.A. 2014. Evaluation of Factors Influencing Strength of Foamed Bitumen Stabilised Mix, JurnalTeknologi. 70(4): 111-119.

Wu, C., Huang, K. and Zeng, M. 2009. Significance Evaluation of Material And Additive Factors Influencing Moisture Susceptibility Of Asphalt Mixtures. Journal of Testing and Evaluation. 37: 1-7.

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Published

2016-07-27

Issue

Section

Science and Engineering

How to Cite

EFFECT OF MOISTURE DAMAGE ON GAP-GRADED ASPHALT MIXTURE INCORPORATING ELECTRIC ARC FURNACE STEEL SLAG AND COPPER MINE TAILINGS. (2016). Jurnal Teknologi, 78(7-3). https://doi.org/10.11113/jt.v78.9468