Evaluation of steel slag coarse aggregate in hot mix asphalt concrete

Journal of Hazardous Materials

Volumn 165, Issue 1-3, 2009, Pages 300-305

  Ahmedzade, Perviz ^a   Sengoz, Burak ^b  

^a EGE UNIVERSITY   (Turkey)

^b DOKUZ EYLUL UNIVERSITY   (Turkey)

Author keywords

Bitumen; Creep stiffness; Electrical conductivity; Steel slag; Stiffness modulus

Indexed keywords

ASPHALT CEMENTS; ASPHALT MIXTURES; BITUMEN; COARSE AGGREGATES; ELECTRICAL CONDUCTIVITY; HOT MIX ASPHALTS; HOT-MIX ASPHALT CONCRETES; INDIRECT TENSILE; INDIRECT TENSILE STRENGTHS; MARSHALL STABILITIES; MECHANICAL CHARACTERISTICS; OPTIMUM BITUMEN CONTENTS; STEEL SLAG; STIFFNESS MODULUS; VOLUME RESISTIVITIES;

ASPHALT; ASPHALT PAVEMENTS; CREEP; ELECTRIC CONDUCTIVITY; LIMESTONE; MECHANICAL PROPERTIES; MIXTURES; NEURAL NETWORKS; SLAGS; STEEL; STIFFNESS;

AGGREGATES;

ASPHALT; CEMENT; CONCRETE; LIMESTONE; STEEL;

AGGREGATE; ASPHALT; BITUMEN; CEMENT; CONCRETE; ELECTRICAL PROPERTY; LIMESTONE; MECHANICAL PROPERTY; SLAG; STEEL;

ARTICLE; CONTROLLED STUDY; RIGIDITY; SLAG; TENSILE STRENGTH;

CONSTRUCTION MATERIALS; HOT TEMPERATURE; HYDROCARBONS; MECHANICAL PHENOMENA; STEEL; TENSILE STRENGTH;

EID: 64549113608     PISSN: 03043894     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhazmat.2008.09.105     Document Type: Article

References (29)

1. P.S. Kandhal, F. Parker, R.B. Mallick, Aggregate tests for hot mix asphalt: state of the practice, NCAT Report 97-06, 1997.
2. Ahmedzade P., Tigdemir M., and Kalyoncuoglu S.F. Laboratory investigation of the properties of asphalt concrete mixtures modified with TOP-SBS. Constr. Build. Mater. 21 (2007) 626-633
3. Emery J.J. Slag utilization in pavement construction. Extending Aggregate Resources (1982), ASTM Special Technical Publication 774, Washington, DC
4. Hossam F.H. Recycling of municipal solid waste incinerator ash in hot-mix asphalt concrete. Constr. Build. Mater. 19 (2005) 91-98
5. F.L. Roberts, P.S. Kandhal, E.R. Brown, R.L. Dunning, Investigation and evaluation of ground tire rubber in hot mix asphalt, NCAT Report 89-3, 1989.
6. Su N., and Chen J.S. Engineering properties of asphalt concrete made with recycled glass. Resour. Conserv. Recycling 35 (2002) 259-274
7. Proctor D.M., Fehling K.A., and Shay E.C. Physical and chemical characteristics of blast furnace, basic oxygen furnace, and electric arc furnace steel industry slags. Environ. Sci. Technol. 34 (2000) 1576-1582
8. Motz H., and Geiseler J. Products of steel slags an opportunity to save natural resources. Waste Manage. 21 (2001) 285-293
9. Asi I.M. Evaluating skid resistance of different asphalt concrete mixes. Build. Environ. 42 (2007) 325-329
10. Asi I.M., Qasrawi H.Y., and Shalabi F.I. Use of steel slag aggregate in asphalt concrete mixes. Can. J. Civil Eng. 34 8 (2007) 902-911
11. Wu S., Xue Y., Ye Q., and Chen Y. Utilization of steel slag as aggregates for stone mastic asphalt (SMA) mixtures. Build. Environ. 42 7 (2007) 2580-2585
12. Xue Y., Wu S., Hou H., and Zha J. Experimental investigation of basic oxygen furnace slag used as aggregate in asphalt mixture. J. Hazard. Mater. 138 16 (2006) 261-268
13. Hassan Z., and Khabiri M. Preventive maintenance of flexible pavement and mechanical properties of steel slag asphalt. J. Environ. Eng. Landscape Manage. 15 3 (2007) 188b-192b
14. Norman A., Joseph C., Papagiannakis T., Theriault E.G., and Bergan A.T. Use of Steel Slag in Asphaltic Concrete, 1147 (1992), ASTM Special Technical Publication pp. 3-18
15. Kara M., Gunay E., Kavakli B., Tayfur S., Eren K., and Karadag G. The use of steel slag in asphaltic mixture. Key Eng. Mater. 264-268 III (2004) 2493-2496
16. Shaopeng W., Liatong M., Zhonghe S., and Zheng C. Investigation of the asphalt concrete containing conductive fillers. Carbon 43 7 (2005) 1358-1363
17. ® heated pavement system to eliminate icy runways, SAE International, No. 2003-01-2145, 2003.
18. Kandhal P.S., and Hoffman G.L. Evaluation of steel slag fine aggregate in hot-mix asphalt mixtures. Transp. Res. Rec. 1583 (1997) 28-36
19. A.E. Noureldin, D.S. Mc Daniel, Evaluation of steel slag asphalt surface mixtures, Transportation Research Board, Paper No. 890673, Washington, DC, 1990.
20. W.A. Kneller, J. Gupta, M.L. Borkowski, D. Dollimore, Determination of original free lime content of weathered iron and steel slags by thermogravimetric analysis, Transportation Research Record 1434, National Research Council, Washington, DC, 1994.
21. P.S. Kandhal, G.L. Hoffman, The use of steel slag as bituminous concrete fine aggregate, Research Project No. 79-26, Pennsylvania Department of Transportation, Final Report November, 1982.
22. B. Farrand, J. Emery, Recent improvements in the quality of steel slag aggregate, Paper prepared for presentation at 1995 annual Meeting of the Transportation Research Board, Washington, DC, 1995.
23. ASTM D 1559, Resistance to plastic flow of bituminous mixtures using the Marshall apparatus, 1989.
24. Zoorob S.E., and Suparma L.B. Laboratory design and investigation of the properties of continuously graded Asphaltic concrete containing recycled plastics aggregate replacement (Plastiphalt). Cement Concrete Comp. 22 (2000) 233-242
25. BS DD 213, Method for the determination of the indirect tensile stiffness modulus of bituminous mixtures, British Standards Institution, Draft for development DD-213, 1993.
26. BS DD 185, Method for the determination of creep stiffness of bituminous aggregate mixtures subject to unconfined uniaxial loading, British Standards Institution, Draft for development DD-185, 1990.
27. T.W. Kennedy, J.N. Anangos, Wet-dry indirect tensile test for evaluating moisture susceptibility of asphalt mixtures, Research Report 253-8, Center for Transportation Research, University of Texas, 1984.
28. ASTM D 257-91. Standard test method for direct current resistance or conductance of insulating materials, 1998.
29. Xue Y., Yang J., Liu Z., Wang Z., Liu Ze., Li Y., and Zhang Y. Paving asphalt modifier from co-processing of FCC slurry with coal. Catal. Today 98 (2004) 333-338