The increasing environmental concern about waste materials and the necessity of improving the performance of asphalt mixtures prompted the study of incorporating different waste materials in conventional bitumen. The reuse of waste materials can present benefits at an environmental and economic level, and some wastes can be used to improve the pavement performance. Thus, the purpose of this study is to evaluate the incorporation of different waste materials in bitumen, namely waste motor oil and different polymers. In order to accomplish this goal, 10% of waste motor oil and 5% of polymers (high density polyethylene, crumb rubber and styrene-butadiene-styrene) were added to a conventional bitumen and the resulting modified bitumens were characterized through basic and rheological tests. From this work, it can be concluded that the incorporation of different waste materials improves some important properties of the conventional bitumen. Such improvements might indicate a good behaviour at medium/high temperatures and an increase of fatigue and rutting resistance. Therefore, these modified bitumens with waste materials can contribute to a sustainable development of road paving industry due to their performance and environmental advantages.
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Abstract
Keywords:
Modified bitumen
binder properties
waste materials
waste motor oil
polymers
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References
[1]
D. Lesueur.
Adv. Colloid Interface Sci., 145 (2009), pp. 42
[2]
D. Arslan, M. Gürü, M.K. Çubuk, M. Çubuk.
Constr. Build. Mater, 25 (2011), pp. 3863
[3]
V. González, F.J. Martínez-Boza, C. Gallegos, A. Pérez-Lepe, A. Páez.
Fuel Process. Technol., 95 (2012), pp. 137
[4]
N. Dehouche, M. Kaci, K.A. Mokhtar.
Constr. Build. Mater, 26 (2012), pp. 350
[5]
Z.N. Kalantar, M.R. Karim, A. Mahrez.
Constr. Build. Mater, 33 (2012), pp. 55
[6]
Y. Yildirim.
Constr. Build. Mater, 21 (2007), pp. 66
[7]
M. Attaelmanan, C.P. Feng, A.-H. Ai.
Constr. Build. Mater, 25 (2011), pp. 2764
[8]
E. Ahmadinia, M. Zargar, M.R. Karim, M. Abdelaziz, P. Shafigh.
Mater. Des., 32 (2011), pp. 4844
[9]
D. Casey, C. McNally, A. Gibney, M.D. Gilchrist.
Resour., Conserv. Recycl., 52 (2008), pp. 1167
[10]
J. Peralta, H.M.R.D. Silva, L. Hilliou, A.V. MacHado, J. Pais, R. Christopher Williams.
Constr. Build. Mater, 36 (2012), pp. 557
[11]
Y. Becker, M.P. Méndez, Y. Rodríguez.
Vis. Tecnol., 9 (2001), pp. 39
[12]
P. Ahmedzade.
Constr. Build. Mater, 38 (2013), pp. 285
[13]
S. Anjan kumar, A. Veeraragavan.
Mater. Sci. Eng., A, 528 (2011), pp. 6445
[14]
H.M.R.D. Silva, J.R.M. Oliveira, C.M.G. Jesus.
Resour., Conserv. Recycl., 60 (2012), pp. 38
[15]
X. Jia, B. Huang, B.F. Bowers, S. Zhao.
Constr. Build. Mater, 50 (2014), pp. 683
[16]
F. Garforth, A. Stancliffe.
Polymers: Post 16 Chemistry Courses: Information and Activity Book:.
University of York, (1994),
[17]
J.E. Kennedy, J.G. Lyons, L.M. Geever, C.L. Higginbotham.
Mater. Sci. Eng., C, 29 (2009), pp. 1655
[18]
C. Thodesen, K. Shatanawi, S. Amirkhanian.
Constr. Build. Mater, 23 (2009), pp. 295
[19]
CEN, EN 13302:2010.
- Bitumen and bituminous binders. Determination of dynamic viscosity of bituminous binder using a rotating spindle apparatus.
European Committee for Standardization, Brussels, (2010),
[20]
CEN, EN 1426:2007.
- Bitumen and bituminous binders. Determination of needle penetration.
European Committee for Standardization, Brussels, (2007),
[21]
CEN, EN 1427:2007.
- Bitumen and bituminous binders. Determination of the softening point. Ring and Ball method.
European Committee for Standardization, Brussels, (2007),
[22]
CEN, EN 13880-3:2003.
- Hot applied joint sealants. Test method for the determination of penetration and recovery (resilience).
European Committee for Standardization, Brussels, (2003),
[23]
CEN, EN 14770: 2005.
- Methods of test for petroleum and its products. Bitumen and bituminous binders. Determination of complex shear modulus and phase angle. Dynamic Shear Rheometer (DSR).
European Committee for Standardization, Brussels, (2005),
[24]
AASHTO TP 70-11. Multiple Stress Creep Recovery (MSCR) Test of Asphalt Binder Using a Dynamic Shear Rheometer (DSR). Washington D.C.: American Association of State Highway & Transportation Officials, USA.
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