Technical Papers
Jan 20, 2016

Use of Reclaimed Geomembranes for Modification of Mechanical Performance of Bituminous Binders

Publication: Journal of Materials in Civil Engineering
Volume 28, Issue 7

Abstract

The use of modified binders plays a very important role in the construction of more durable pavements. However, the addition of modifiers to the binders could considerably increase their cost, making these materials less competitive. Thus, in recent years, various research studies have been carried out to obtain new modified binders that could lead to an improvement in the mechanical performance of asphalt pavements without a notable increase in their construction costs. To this end, the reuse of wastes and by-products from other industries has been posited as an interesting and sustainable alternative. This study investigates the reuse of scraps from reclaimed geomembranes composed of low-density polyethylene and polyester fibers as modifiers for asphalt binders. For this purpose, different blends of this waste and neat bitumen were manufactured and tested [penetration, softening point, storage stability, frequency sweep, multiple stress creep-recovery (MSCR), and time sweep tests). In addition, the results obtained were compared with those obtained by using neat bitumen and traditional polymer modified bitumen. This study indicates that reclaimed geomembranes could be an interesting modifier for asphalt binders because they can increase their resistance to permanent deformation, stiffness and elasticity, reduce their temperature susceptibility, and extend their fatigue life.

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References

Abtahi, S. M., Sheikhzadeh, M., and Hejazi, S. M. (2010). “Fiber-reinforced asphalt-concrete—A review.” Constr. Build. Mater., 24(6), 871–877.
Airey, G. D. (2002a). “Rheological evaluation of ethylene vinyl acetate polymer modified bitumens.” Constr. Build. Mater., 16(8), 476–487.
Airey, G. D. (2002b). “Use of Black diagrams to identify inconsistencies in rheological data.” Road Mater. Pavement Des., 3(4), 403–424.
Al-Hadidy, A. I., and Yi-qiu, T. (2009). “Effect of polyethylene on life of flexible pavements.” Constr. Build. Mater., 23(3), 1456–1464.
Attaelmanan, M., Pei Feng, C., and Al-Hadidy, A. I. (2011). “Laboratory evaluation of HMA with high density polyethylene as a modifier.” Constr. Build. Mater., 25(5), 2764–2770.
Baghaee Moghaddam, T., Soltani, M., and Karim, M. R. (2014). “Experimental characterization of rutting performance of polyethylene terephthalate modified asphalt mixtures under static and dynamic loads.” Constr. Build. Mater., 65, 487–494.
D’Angelo, J., Kluttz, R., Dongre, R., Stephens, K., and Zanzotto, L. (2007). “Revision of the Superpave high temperature binder specification: The multiple stress creep recovery test.” J. Assoc. Asphalt Paving Technol., 76, 123–162.
Domingos, M. D. I., and Faxina, A. L. (2014). “Rheological behaviour of bitumens modified with PE and PPA at different MSCR creep–recovery times.” Int. J. Pavement Eng., 16(9), 771–783.
Domingos, M. D. I., and Faxina, A. L. (2015). “Susceptibility of asphalt binders to rutting: Literature review.” J. Mater. Civ. Eng, 04015134.
Edwards, Y., Tasdemir, Y., and Isacsson, U. (2007). “Rheological effects of commercial waxes and polyphosphoric acid in bitumen 160/220- high and medium temperature performance.” Constr. Build. Mater., 21(10), 1899–1908.
Gil, S., and Caldeiro, A. (2012). Betunes modificados con polietileno reciclado, procedente del contenedor amarillo, estables al almacenamiento, VII Jornada Nacional de Asefma, Madrid, Spain.
Golalipour, A. (2011). “Modification of multiple stress creep and recovery test procedure and usage in specification.” Ph.D. dissertation, Univ. of Wisconsin, Madison, WI.
Hınıslıoğlua, S., and Ağar, E. (2004). “Use of waste high density polyethylene as bitumen modifier in asphalt concrete mix.” Mater. Lett., 58(3–4), 267–271.
Ho, S., Church, R., Klassen, K., Law, B., MacLeod, D., and Zanzotto, L. (2006). “Study of recycled polyethylene materials as asphalt modifiers.” Can. J. Civ. Eng., 33(8), 968–981.
Hu, J., Fang, C., Zhou, S., Zhang, M., and Wu, D. (2015). “Rheological properties of packaging-waste-polyethylene-modified asphalt.” J. Vinyl Addit. Techonol., 21(3), 215–219.
Kalantar, Z. N., Karim, M. R., and Mahrez, A. (2012). “A review of using waste and virgin polymer in pavement.” Constr. Build. Mater., 33, 55–62.
Modarres, A., and Hamedi, H. (2014). “Effect of waste plastic bottles on the stiffness and fatigue properties of modified asphalt mixes.” Mater. Des., 61, 8–15.
Moreno-Navarro, F., Sol-Sánchez, M., Rubio-Gámez, M. C., and Segarra-Martínez, M. (2014). “The use of additives for the improvement of the mechanical behavior of high modulus asphalt mixes.” Constr. Build. Mater., 70, 65–70.
Panda, M., and Mazumdar, M. (2002). “Utilization of reclaimed polyethylene in bituminous paving mixes.” J. Mater. Civ. Eng., 527–530.
Pérez-Lepe, A., Martínez-Boza, F. J., Gallegos, C., González, O., Muñoz, M. E., and Santamaría, A. (2003). “Influence of the processing conditions on the rheological behaviour of polymer-modified bitumen.” Fuel, 82(11), 1339–1348.
Polacco, G., Berlincioni, S., Biondi, D., Stastna, J., and Zanzotto, L. (2005). “Asphalt modification with different polyethylene-based polymers.” Eur. Polym. J., 41(12), 2831–2844.
Polacco, G., Stastna, J., Biondi, D., Antonelli, F., Vlachovicova, Z., and Zanzotto, L. (2004). “Rheology of asphalts modified with glycidylmethacrylate functionalized polymers.” J. Colloid Interf. Sci., 280(2), 366–373.
Punith, V. S., and Veeraragavan, A. (2007). “Behavior of asphalt concrete mixtures with reclaimed polyethylene as additive.” J. Mater. Civ. Eng., 500–507.
Punith, V. S., Veeraragavan, A., and Amirkhanian, S. N. (2011). “Evaluation of reclaimed polyethylene modified asphalt concrete mixtures.” Int. J. Pavement Res. Technol., 4(1), 1–10.
Sengoz, B., Topal, A., and Isikyakar, G. (2009). “Morphology and image analysis of polymer modified bitumens.” Constr. Build. Mater., 23(5), 1986–1992.
Soenen, H., De la Roche, C., and Redelius, P. (2000). “Predict mix fatigue tests from binder fatigue properties, measured with a DSR.” Proc., 2nd Eurosphalt and Eurobitume Congress, Barcelona, Spain.
UNE. (2007a). “Bitumen and bituminous binders—Determination of needle penetration.”, Asociación Española de Normalización y Certificación–AENOR, Madrid, Spain.
UNE. (2007b). Bitumen and bituminous binders—Determination of the softening point—Ring and ball method.”, Asociación Española de Normalización y Certificación–AENOR, Madrid, Spain.
UNE. (2010). “Bitumen and bituminous binders—Determination of storage stability of modified bitumen.”, Asociación Española de Normalización y Certificación–AENOR, Madrid, Spain.
Vargas María, A., Vargas, M. A., Sánchez-Sólis, A., and Manero, O. (2013). “Asphalt/polyethylene blends: Rheological properties, microstructure and viscosity modeling.” Constr. Build. Mater., 45, 243–250.
Xiao, F., Amirkhanian, S., Wang, H., and Hao, P. (2014). “Rheological property investigations for polymer and polyphosphoric acid modified asphalt binders at high temperatures.” Constr. Build. Mater., 64, 316–323.
Yan, K., Xu, H., and You, L. (2015). “Rheological properties of asphalts modified by waste tire rubber and reclaimed low density polyethylene.” Constr. Build. Mater., 83, 143–149.
Yu, R., Fang, C., Liu, P., Liu, X., and Li, Y. (2015). “Storage stability and rheological properties of asphalt modified with waste packing polyethylene and organic montmorillonite.” Appl. Clay Sci., 104, 1–7.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 28Issue 7July 2016

History

Received: May 15, 2015
Accepted: Oct 14, 2015
Published online: Jan 20, 2016
Discussion open until: Jun 20, 2016
Published in print: Jul 1, 2016

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Authors

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G. García-Travé, Ph.D. [email protected]
Senior Researcher, Construction Engineering Laboratory of the Univ. of Granada (LabIC.UGR), C/ Severo Ochoa s/n, 18071 Granada, Spain. E-mail: [email protected]
Researcher, Construction Engineering Laboratory of the University of Granada (LabIC.UGR), C/ Severo Ochoa s/n, 18071 Granada, Spain. E-mail: [email protected]
F. Moreno-Navarro, Ph.D. [email protected]
Senior Researcher, Construction Engineering Laboratory of the University of Granada (LabIC.UGR), C/ Severo Ochoa s/n, 18071 Granada, Spain. E-mail: [email protected]
M. Sol-Sánchez, Ph.D. [email protected]
Senior Researcher, Construction Engineering Laboratory of the University of Granada (LabIC.UGR), C/ Severo Ochoa s/n, 18071 Granada, Spain. E-mail: [email protected]
M. C. Rubio-Gámez, Ph.D. [email protected]
Professor, Construction Engineering Laboratory of the University of Granada (LabIC.UGR), C/ Severo Ochoa s/n, 18071 Granada, Spain (corresponding author). E-mail: [email protected]

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