Experimental Study of Steel Slag Used as Aggregate in Asphalt Mixture
Commenced in January 2007
Frequency: Monthly
Edition: International
Paper Count: 33093
Experimental Study of Steel Slag Used as Aggregate in Asphalt Mixture

Authors: Magdi M. E. Zumrawi, Faiza O. A. Khalill

Abstract:

Steel slag is a by-product of the steel industry and can be used potentially as aggregate in the asphalt mixture. This study evaluates the use of Steel Slag Aggregates (SSA) as a substitute for natural aggregates in the production of hot mix asphalt (HMA) for road construction. Based on intensive laboratory testing program, the characteristic properties of SSA were assessed to determine its suitability to be used in HMA. Four different percentages (0, 50, 75, and 100%) of SSA were used, and the proposed mix designs for HMA were conducted in accordance with Marshall mix design. The experiment results revealed that the addition of SSA has a significant improvement on the properties of HMA. An increase in density and stability and a reduction in flow and air voids values were clearly observed in specimens prepared with 100% SSA. It is concluded that the steel slag can be considered reasonable alternative source of aggregate for concrete asphalt mixture production.

Keywords: Aggregate, asphalt mixture, stability, steel slag.

Digital Object Identifier (DOI): doi.org/10.5281/zenodo.1108432

Procedia APA BibTeX Chicago EndNote Harvard JSON MLA RIS XML ISO 690 PDF Downloads 3252

References:


[1] A. S. Noureldin, and R. S. McDaniel, “Evaluation of Surfaces Mixtures of Steel Slag and Asphalt,” Transportation Research Record 1296, 1990.
[2] W. George, and E. John, “Technology of Slag Utilization in Highway Construction,” Presented at the Environmental Benefits on In-situ Material Recycling and Strengthening Session, Annual Conference, Transportation Association of Canada, Quebec City, Quebec, Canada, 2004.
[3] C. Shi, “Steel Slag—Its Production, Processing, Characteristics, and Cementitious Properties,” Journal of Materials in Civil Engineering 16, ASCE,2004, pp. 230-236.
[4] R. S.Kalyoncu, Slag iron and Steel. US Geological Survey Minerals Yearbook, 2001.
[5] J. Emery, Steel Slag Utilization in Asphalt Mixes. National Slag Association, MF 186-1, 1984, www.nationalslagassoc.org
[6] Turner Fairbank Highway Research Center (TFHRC) and Department of Transportation and Federal Highway Administration,steel slagmaterial description. 2002.
[7] P. Kumar, A. Kumar, “Steel industry waste utilization in road sector of India,”J. Inst. Eng. (India) Civil Eng. Div., 80(2000)4, pp. 182-185.
[8] R. Dippenaar, “Industrial uses of slag (the use and reuse of iron and steelmaking slags)Ironmaking Steelmaking,” 32(2005)1, pp. 35-46.
[9] D. W. Lewis, Properties and Uses of Iron and Steel Slags. National Slag Association, MF 182-6, 1982, www.nationalslagassoc.org.
[10] National Slag Association (NSA),Steel Slag Product Information. 2013, www.nationalslag.org.
[11] Federal Highway Administration (FHA),User Guidelines for Waste and Byproduct Materials in Pavement Construction. April2012.
[12] GEOPAVE, “Steel Slag Aggregates,”Material Technology,Technical note 9, Nov. 1993.
[13] J. J. Emery, “Slags as Industrial Minerals,” Proceedings, Third Industrial Minerals International Congress, Metal Bulletin Group, London, 1978.
[14] ASTM, Annual Book of ASTM Standard. American Society for Testing and Materials, Philadelphia, Pennsylvania, 2001.
[15] Asphalt Institute,Mix design methods. Manual Series No. 2 (MS-2). Asphalt Institute Research Center, Lexington, Ky, 1997.
[16] P. Ahmedzade and B. Sengoz, “Evaluation of Steel Slag Coarse Aggregate in Hot Mix Asphalt Concrete,” Journal of Hazardous Materials 165, pp. 300-305, 2009.
[17] M. Pasetto and N. Baldo, “Experimental Evaluation of High- Performance Base Course and Road Base Asphalt Concrete with Electric Arc Furnace Steel Slags,” Journal of Hazardous Materials 181, pp. 938-948, 2010.
[18] F. Kehagia, “Skid Resistance Performance of Asphalt Wearing Courses with Electric Arc Furnace Slag Aggregates,” Waste Management & Research 27, pp. 288-294, 2009.